WO2008085006A2 - Method to purify or refine polluted water or polluted natural objects naturally using partitions - Google Patents

Method to purify or refine polluted water or polluted natural objects naturally using partitions Download PDF

Info

Publication number
WO2008085006A2
WO2008085006A2 PCT/KR2008/000187 KR2008000187W WO2008085006A2 WO 2008085006 A2 WO2008085006 A2 WO 2008085006A2 KR 2008000187 W KR2008000187 W KR 2008000187W WO 2008085006 A2 WO2008085006 A2 WO 2008085006A2
Authority
WO
WIPO (PCT)
Prior art keywords
water
partitions
space
purification tank
purification
Prior art date
Application number
PCT/KR2008/000187
Other languages
French (fr)
Other versions
WO2008085006A3 (en
Inventor
Sangkwan Han
Original Assignee
Sangkwan Han
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from KR1020070004015A external-priority patent/KR20070108442A/en
Priority claimed from KR1020070006759A external-priority patent/KR20070021288A/en
Priority claimed from KR1020070075735A external-priority patent/KR20070087537A/en
Priority claimed from KR1020070102802A external-priority patent/KR100835400B1/en
Priority claimed from KR20070139678A external-priority patent/KR20080006524A/en
Application filed by Sangkwan Han filed Critical Sangkwan Han
Publication of WO2008085006A2 publication Critical patent/WO2008085006A2/en
Publication of WO2008085006A3 publication Critical patent/WO2008085006A3/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/04—Methods or installations for obtaining or collecting drinking water or tap water from surface water
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D21/00—Separation of suspended solid particles from liquids by sedimentation
    • B01D21/0006—Settling tanks provided with means for cleaning and maintenance
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D21/00—Separation of suspended solid particles from liquids by sedimentation
    • B01D21/0012—Settling tanks making use of filters, e.g. by floating layers of particulate material
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D21/00—Separation of suspended solid particles from liquids by sedimentation
    • B01D21/003—Sedimentation tanks provided with a plurality of compartments separated by a partition wall
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D21/00—Separation of suspended solid particles from liquids by sedimentation
    • B01D21/0039—Settling tanks provided with contact surfaces, e.g. baffles, particles
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D21/00—Separation of suspended solid particles from liquids by sedimentation
    • B01D21/009—Heating or cooling mechanisms specially adapted for settling tanks
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D21/00—Separation of suspended solid particles from liquids by sedimentation
    • B01D21/10—Settling tanks with multiple outlets for the separated liquids
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D21/00—Separation of suspended solid particles from liquids by sedimentation
    • B01D21/24—Feed or discharge mechanisms for settling tanks
    • B01D21/245—Discharge mechanisms for the sediments
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D21/00—Separation of suspended solid particles from liquids by sedimentation
    • B01D21/24—Feed or discharge mechanisms for settling tanks
    • B01D21/245—Discharge mechanisms for the sediments
    • B01D21/2483—Means or provisions for manually removing the sediments

Definitions

  • the invention herein is about a method which naturally purifies or refines polluted water or polluted natural objects using partitions, which, in detail, purifies or refines polluted water, salt water or seawater by passing through lower gap of partitions to remove various foreign materials, oil element, etc, included in water, salt water or seawater by the influence of specific weight and gravity.
  • This material aeration process is continuously caused by meeting between materials in water.
  • the material generated when air bubble made in aeration process combines with other corpuscles shows heavy specific weight, which sinks in the bed and accelerates water pollution.
  • red rust stain produced from decomposition of iron has lighter specific weight than water molecule, which is deposited to river bed with material combination process with other corpuscles decomposed by water molecule. Sediment sludge is generated when this process is repeatedly occurred.
  • polluted water Since polluted water is turned to clean water having heavy specific weight, owing to material friction and reaction of oxygen, microorganism and solar heat, it locates in the lower part of water storage facility, discharging water in the lower part derives continual production of clean water.
  • This material aeration process is continuously caused by meeting between materials in water.
  • the material generated when air bubble made in aeration process combines with other corpuscles shows heavy specific weight, which sinks in the bed and accelerates water pollution.
  • red rust stain produced from decomposition of iron has lighter specific weight than water molecule, which is deposited to river bed with material combination process with other corpuscles decomposed by water molecule. Sediment sludge is generated when this process is repeatedly occurred.
  • polluted water Since polluted water is turned to clean water having heavy specific weight, owing to material friction and reaction of oxygen, microorganism and solar heat, it locates in the lower part of water storage facility, discharging water in the lower part derives continual production of clean water.
  • the invention herein is to purify polluted water, salt water and seawater by decomposing pollutants or oil components contained in water, salt water and seawater by passing them through the lower part of a partition applying purification principle of water mentioned above, or naturally purify or refine polluted water or natural water using partitions which refines salt water by removing impurities.
  • the invention herein suggests to install more than one partitions at reservoirs such as water-purifier tank, reservoir of fishing port, lake, river, pond, fishery and bathhouse, and install an outlet at the lower part of partition to pass water which needs purification or refinement, so that polluted water or salt water is naturally purified or refined by using a principle which pollutant is decomposed from polluted water in accordance with gravity and specific weight, and located at the upper part of water, so that only clean water is discharged through the lower part.
  • reservoirs such as water-purifier tank, reservoir of fishing port, lake, river, pond, fishery and bathhouse
  • the layers are different along the materials, which is called as
  • the invention herein is to suggest natural water purification or refinement method of polluted fresh water or sea water using natural water purification principle shown above.
  • the invention herein naturally purifies water by continual supply and discharge of fresh water, salt water, so that it passes through outlet installed in lower part of partitions, which leads material acceleration process, material cutting-in phenomenon, material emancipation process and material floating process, and discharges purified fresh water, salt water, sea water. Pollutants and oil component is floated to the upper part, and discharged, naturally decomposed or filtered.
  • the invention herein does not apply additional bio-chemical method but apply material acceleration process, material cutting-in phenomenon, material emancipation process and material floating process during the process which fresh water, salt water or sea water is passing through outlet installed at the lower part of partitions, and a principle which light specific weight materials, pollutants or oil component are located at the upper part and heavy specific weight materials, fresh water, salt water, sea water, are located in the lower part, so that supply of fresh water, salt water, sea water will lead discharging of completely purified fresh water, salt water, sea water, which is cost-effective.
  • Enforced bubble generation with installation of propellers at each space can actively achieve water purification of fresh water, salt water, sea water, and if structure of partitions is installed in zigzag shape or similar way, it extends the length of purification length of fresh water, salt water, sea water, which greatly upgrades water quality purification efficiency in speed and cost
  • Fig. 1 indicates skew drawing of water purification equipment in accordance with
  • Fig. 2 indicates side section drawing of water purification equipment in accordance with #1 execution example of the invention herein.
  • Fig. 3 indicates skew drawing of filter in accordance with #1 execution example of the invention herein.
  • Fig. 4 indicates side section drawing of water purification equipment in accordance with #2 execution example of the invention herein.
  • Fig. 5 indicates side section drawing of water purification equipment in accordance with #3 execution example of the invention herein.
  • Fig. 6 indicates side section drawing when the volume of water purification equipment at each spaces becomes maximum of water purification equipment in accordance with #4 execution example of the invention herein.
  • Fig. 7 indicates side section drawing when the volume of water purification equipment at each spaces becomes minimum of water purification equipment in accordance with #4 execution example of the invention herein.
  • Fig. 8 indicates side section drawing when the volume of water purification equipment at each spaces becomes maximum of water purification equipment in accordance with #5 execution example of the invention herein. [100] Fig.
  • Fig. 9 indicates side section drawing when the volume of water purification equipment at each spaces becomes minimum of water purification equipment in accordance with #5 execution example of the invention herein.
  • Fig. 10 indicates side section drawing of water purification equipment in accordance with #6 execution example of the invention herein.
  • Fig. 11 indicates front section drawing of the top section part of water purification equipment in accordance with #7 execution example of the invention herein.
  • Fig. 12 indicates side section drawing of water purification equipment in accordance with #8 execution example of the invention herein.
  • Fig. 13 indicates plane section drawing of water purification equipment in accordance with #8 execution example of the invention herein.
  • Fig. 14 indicates skew drawing of fishery in accordance with #9 execution example of the invention herein.
  • Fig. 15 indicates section drawing of fishery in accordance with #9 execution example of the invention herein.
  • Fig. 16 indicates skew drawing of water reservoir structure in accordance with #10 execution example of the invention herein.
  • Fig. 17 indicates section drawing of water reservoir structure in accordance with
  • Fig. 18 indicates skew drawing of water reservoir structure in accordance with #11 execution example of the invention herein [110]
  • Fig. 19 indicates section drawing of water reservoir structure in accordance with
  • Fig. 20 indicates skew drawing of water reservoir tank in accordance with #12 execution example of the invention herein [112]
  • Fig. 21 indicates section drawing of water reservoir tank in accordance with #12 execution example of the invention herein [113]
  • Fig. 22 indicates plane drawing of water lake in accordance with #13 execution example of the invention herein
  • Fig. 23 indicates section drawing of A-A line of Fig. 22
  • Fig. 24 indicates plane drawing of lake in accordance with #14 execution example of the invention herein
  • Fig. 25 indicates section drawing of B-B line of Fig. 24
  • Fig. 26 indicates plane drawing of lake in accordance with #15 execution example of the invention herein [118]
  • Fig. 27 indicates side section drawing of salt water purifier in accordance with #16 execution example of the invention herein [119]
  • Fig. 28 indicates skew drawing of purification tank in accordance with #17 execution example of the invention herein [120]
  • Fig. 29 indicates side section drawing of salt water purifier and saltpan in accordance with #17 execution example of the invention herein [121]
  • Fig. 30 indicates skew drawing of purification tank in accordance with #18 execution example of the invention herein [122]
  • Fig. 31 indicates exemplification drawing of an equipment which separates clean water from sea water in accordance with #18 execution example of the invention herein [123]
  • Fig. 32 indicates side section drawing of sea water purifier in accordance with #98 execution example of the invention herein [124]
  • Fig. 33 indicates side section drawing of fresh or sea water purifier equipment in accordance with #20 execution example of the invention herein [125]
  • Fig. 34 indicates skew drawing of an equipment which separates polluted water in accordance with #21 execution example of the invention herein [126]
  • Fig. 35 indicates side section drawing of an equipment which purifies polluted water in accordance with #21 execution example of the invention herein [127]
  • Fig. 36 indicates section drawing of an equipment which purifies oil-tamed stone, soil, sand in accordance with #22 execution example of the invention herein [128]
  • Fig. 37 indicates deal drawing of oil-removing equipment in accordance with #23 execution example of the invention herein [129]
  • Fig. 38 indicates skew drawing at traction status by a boat in accordance with #23 execution example of the invention herein
  • the invention herein purifies polluted fresh water, salt water and sea water by passing polluted water through partitions installed with the same distance in purification tank, so that it is purified by effect of specific weight and gravity, and discharged through outlet at the lower part of each partitions.
  • light specific weight materials, pollutants or oil component are located at the upper part of each partition, and discharged through a different route, naturally decomposed or filtered by filter, so that water quality is purified.
  • Fig. 1 indicates skew drawing of water purification equipment in accordance with
  • FIG. 2 indicates side section drawing of water purification equipment in accordance with #1 execution example of the invention herein
  • Fig. 3 indicates skew drawing of filter in accordance with #1 execution example of the invention herein.
  • downward directed purification tank(l ⁇ ) is installed in water purification equipment in accordance with # 1 execution example, and partitions(20) which outlet(21) is installed at the lower part of purification tank(l ⁇ ).
  • Outlet(l l) is installed at the bottom of purification tank(l ⁇ )
  • control plate(30) is installed at the front of outlet(l 1)
  • piston load(42) of operation cylinder(41) fixed at purification tank(l ⁇ ) is installed at the upper part of control plate(l 1).
  • Water storing tank(50) which has outlet(61) is located at outlet(l 1), water supply pipe(62) is located at the opposite-upper part of outlet at purification tank(l ⁇ ), and filter(30) is installed at the space between purification tank(l ⁇ ) and partitions(20) or each partitions (20).
  • filter(70), net shaped(70), has bottom part(71) closed shape to discharge sediment sludge, and pulling wire(73) is installed at the upper part.
  • guides(31) is installed at both side of purification tank(l ⁇ ) control plate to enable up and down of control plate(30) at a certain location.
  • control plate(30) is risen with contracting operation cylinder(41) with continual supply of water through water supply pipe(62) when water is filled at all space, water is discharged with opening outlet(l l).
  • Specific weight of pollutants contained in water is lighter than water, pollutants will located at the upper part of water space in accordance with gravity, so that only clean water is discharged through outlet(21).
  • water is naturally purified with generation of material acceleration process, material cutting-in phenomenon, material emancipation process and material floating process during flowing through each space, and only pure water is discharged through outlet(l 1) at the end.
  • outlet(l 1) Water coming from outlet(l 1) is gathered in water tank(50) located below outlet(l 1), and discharged through discharge pipe(61). At this moment, outlet(l 1) should be opened to keep the same water supply and discharge not to congest clean water in purification tank(l ⁇ ) and prevent the 2nd contamination by material grouping process with installing water supply and discharge sensor, controlling general control system and control of control plate(30).
  • FIG. 4 is a side section drawing of water purification equipment in accordance with
  • propellers(80) can be installed at all position or randomly installed.
  • propeller(80) can be operated all the time or periodically operated.
  • Fig. 5 indicates side section drawing of water purification equipment in accordance with # 3 execution example of the invention herein.
  • multi-level slope plate(12) is fixed with zigzag-shape with a slope at purification tank(l ⁇ ) which has a long vertical span for water p urification equipment in accordance with # 3 execution example
  • multi-level partitions(20) are installed with uniform distance which has outlet(21) at each lower side at the slope plate(12)
  • water supply pipe(62) is located at the upper part of purification tank(l ⁇ ) while the lower space of purification tank(l ⁇ ) works as water tank
  • discharge pipe(61) is connected at the lower side water of purification tank(l ⁇ ) to discharge water to outside.
  • heat wires or heat pipes(22) are equipped in each partitions(20) and connected to the power for heat generation, or solar panel is installed at exterior of purification tank to connect to heat wire or heat pipe(22), or heat pipe can be connected to heat generating device like boiler.
  • Heat wire or heat pipe(22) in each partitions(20) are shown in drawings, however. If water is supplied through water supply pipe (62) in this structure, water comes down from the upstream in zigzag route through slope plates(12) and uniformly installed multi-level partitions, so that pollutants are floated at the upper side of each space as it is shown in # 1 execution example or # 2 execution example, while clean water is flowing through outlet(21) of each partitions (20). Therefore, water discharged from discharge pipe(61) is naturally purified with generation of material acceleration process, material cutting-in phenomenon, material emancipation process and material floating process.
  • Fig. 6 indicates side section drawing when the volume of each space of water purification equipment becomes the maximum in accordance with # 4 execution example.
  • water purification equipment in # 4 execution example is installed in the same way in # 1 execution example or # 3 execution example, lower part of each partitions(20) is connected to hinge(25) to rotate on purification tank(l ⁇ ), and upper part of each partitions(20) is connected to motion pole(23).
  • the volume of space between each partition(20) is changed by forward and backward motion of tool(24) like cylinder connected to motion pole(23), which causes vortex along the change of volume between each partition (20), so that pollutants are separated from water.
  • forward and backward tool(24) applied to # 4 execution example can be cylinder, crank, screw, etc, which is not restricted, and cylinder was applied in a drawing herein.
  • This forward and backward tool(24) can be operated all the time or randomly operated based on the control, so that its operation pattern is not restricted.
  • Fig. 8 indicates side section drawing of water purification equipment when its volume becomes maximum in accordance with # 5 execution example
  • Fig. 9 is side section drawing of water purification equipment when its volume becomes minimum in accordance with # 5 execution example.
  • a threshold(14) with the same thickness to each partition(20) is installed at the lower part of each partition in purification tank(l ⁇ ), and outlet is made between thresholds (14) which are located at the upper part with a certain distance, and upper part of each partition(20) is connected to hinge(25') to enable rotation and operation pole(23') which is connected to forward and backward tool(24') which changes the volume of the space between each partition (20).
  • Vortex is generated along the change of volume, which purifies polluted water with separation of pollutants from water.
  • forward and backward tool(24) applied to # 5 execution example can be cylinder, crank, screw, etc, which is not restricted, and cylinder was applied in a drawing herein.
  • filter(70) applied to # 1 execution example or # 2 execution example is installed between threshold(14).
  • each partition(20) is rotated through hinge(25') connecting part, more vortex is generated with slopping the water in purification tank(l ⁇ ) more, which accelerates water purification efficiency with aeration effect.
  • forward and backward tool(24') applied in # 5 execution example is operated all the times, randomly, or only for operation period by operator for water purification in # 4 execution example, so that operation pattern of forward and backward tool(24') is not specifically restricted.
  • Fig. 10 indicates side section drawing of water purification equipment in accordance with # 6 execution example of the invention herein.
  • Water purification equipment in accordance with # 6 execution example is organized by water purification equipment through # 1 execution example or # 2 execution example with installing guide(13) at contact part of each partition of purification tank(l ⁇ ), and outlet(21) is made by the space between floors of purification tank(l ⁇ ) and partitions(20) with inserting each guide(13). Vortex is generated through the difference of water discharge owing to the size difference of outlet(21), which separates pollutants from polluted water.
  • elevating tool(26) applied to # 6 execution example can be cylinder, crank, screw, etc, which is not restricted, and cylinder was applied in a drawing herein.
  • This elevating tool(26) can be always operated, randomly operated or controlled by operator, so that its operation pattern is not specifically restricted.
  • Fig. 11 indicates front section drawing of the top section part of water purification equipment in accordance with #7 execution example of the invention herein.
  • drainpipe(91) is installed at the upper side of each space, and roundabout waterway(92) is connected to the lower side of discharge part at drainpipe(91).
  • Water supply part of water supply pipe(62) is submerged to no less than 1/3 point of the space between purification tank(l ⁇ ) and partitions(20)
  • drainpipe(91) should be the top of each space water level with having discharge valve to selectively discharge upper layer water of each space, and it should be connected to the side of purification tank(l ⁇ ) not to be interrupted by the location of water supply pipe (62).
  • This method enables to float pollutants to the upper layer with pushing conventional water since water is supplied to 1/3 point of the space between purification tank(l ⁇ ) and partitions (20), and if water is filled to drainpipe(91), upper layer water is discharged through drainpipe(91), which makes discharge of pollutants or floating materials located at the upper layer without additional devices. Discharged pollutants or floating matters will be disposed after being moved to refuse dump through roundabout waterway (92).
  • water(100%) is supplied through water supply pipe(62), 5-10% of water is discharged or disposed with pollutants through drainpipe(91), and other water(90 ⁇ 95%) is discharged after purification.
  • Fig. 11 indicates the top side space only. It is obvious that drainpipe(91) is connected at upper side of each space, and roundabout waterway (92) at the lower side of drainpipe(91).
  • Fig. 12 indicates side section drawing of water purification equipment in accordance with #8 execution example of the invention herein, and Fig. 13 indicates plane section drawing of water purification equipment in accordance with #8 execution example.
  • water purification equipment of # 8 execution example is more upgraded than # 1 execution example, # 3 execution example or # 7 execution example, and it is explained as below based on the application in # 1 execution example or # 2 execution example.
  • downstream heading propeller(80) is installed at the space between purification tank(l ⁇ ) and partitions (20) or each partition (20) in # 8 execution example, and air nozzle(82) connected to air compressor(81) is installed at the lower side of each space with its discharging part locating at the lower side of each propeller(80).
  • both walls of purification tank(l ⁇ ) are made lower than the height of partitions(20)and purification tank(l ⁇ ), so that upper layer water is overflowed through both walls, which forms pollutant collecting container(83) collecting overflowed water, and drain pipe(84) is connected which is connected to sewage disposal plant at pollutants collecting container(83).
  • control plate(30) is elevated with contracting operation cylinder(41) and continual water supply through water supply pipe(62), outlet(l 1) is opened, and water is discharged. Clean water only is discharged when water is moving to the lower space through outlet(21), since specific weight of pollutants is lighter than pure water, so that pollutants are floated as pure water is discharged after natural generation of material acceleration process, material cutting-in phenomenon, material emancipation process and material floating process.
  • Fig. 14 indicates skew drawing of fishery in accordance with #9 execution example of the invention herein.
  • Natural water purification is applied to fishery which is divided to two parts with different capacity in # 9 execution example, which the lower part of partitions(l ⁇ l) can be connected.
  • Pump(104) is installed at the lower part of relatively wider space(102), which one part is connected to pump(104) through fishery(lOO) while discharge pipe(105) is installed at the lower part in smaller space(103) in the other part, so that water from larger space(103) is flowing to the upper layer of smaller space(103).
  • packing material(106) should be attached at fishery penetration part of discharge pipe(105) not to leak between discharge pipe(105) and fishery(lOO), and pump(104) and discharge pipe(105) should be fixed at fishery(lOO) using absorbent or similar materials.
  • water supply pipe(107) is located at the upper side of wider space(102) of fishery(lOO) to supply new water to fishery(lOO), and drainpipe(108) having discharging valve is connected to discharge light specific weight pollutant which is separated from water molecule by aeration at the upper side of smaller space(103).
  • water supply pipe(107) is located at the upper side of wider space(103) in fishery(lOO) for # 9 execution example, and drainpipe(108) is connected to smaller space(103), which water is supplied to fishery(lOO) with opening discharging valve of drainpipe, and circulated by operation of pump(104). Pump operation also induces material friction process and material aeration process which purifies water. Water containing pollutants can be received by installation of additional connecting drain pipe or collecting container at the lower side of drainpipe(108), which is not shown in a figure.
  • Water supply process or discharge process can be randomly carried out for a short period in case the amount of water in fishery (100) is reduced.
  • Fig. 10 indicates side section drawing of water purification equipment in accordance with #6 execution example of the invention herein.
  • water reservoir structure(600) in accordance with # 10 execution example of the invention herein can be artificial or natural structure
  • Small separation space(603) is installed through partitions(601) at one side of reservoir space(602) at this water reservoir structure(600), and the end of discharge pipe(605) is located in the lower part of separation space(603) penetrating from the upper part of separation space(603) to separation space(603).
  • Partitions(601) have a gap from water reservoir structure(600) floor to connect between reservoir space(602) and separation space(603).
  • pump(604) can be possibly located in reservoir space(602), and the end of connected discharge pipe(605) can be submerged in reservoir space(602) while the other end can be located at the upper part of separation space(603).
  • water supply pipe(606) is located at the upper part of reservoir space(602) to supply new water into reservoir space(602), and drainpipe(607) is connected to the upper side of separation space(603) to discharge light specific weight pollutants separated from water molecules by aeration.
  • pump(604) is operated in this frame, water in reservoir space(602) is absorbed by pump(604), and discharged in separation space(603) after moving along discharge pipe(605) for natural aeration, which induces material friction process and material aeration process.
  • This material friction process and material aeration process decomposes pollutant molecules contained in polluted water, which a part of pollutants is floated or naturally removed while heavy specific weight clean water is moved back to reservoir space(602) through the lower part by pump(604) operation.
  • water quality purification process filled in water reservoir structure(600) is continuously carried out with water circulation, so that water reservoir structures(600) such as swimming pool, fish farm, lake, aquarium, etc can keep clean water status without additional cleaning
  • water supply pipe(606) is located at the upper part of reservoir space(602) and drainpipe(607) is connected, which fills water through water supply pipe(606). If pump(604) is operated, water is discharged into separation space(603) from reservoir space(602), which induces material friction process and material aeration process, so that pollutants molecule is separated from water. Heavy specific weight clean water is located at the lower side of separation space(603), and coming into reservoir space(602) through lower part of partitions(601), which upper part of separation space(603) is filled with water since water is supplied through water supply pipe(606).
  • Water supply through water supply pipe(606) can be periodically carried out in case water in water reservoir structures(600) such as swimming pool, fish farm, lake, aquarium, etc is reduced.
  • Fig. 18 indicates front section drawing of the top section part of water purification equipment in accordance with #7 execution example of the invention herein.
  • # 11 execution example aims for more effective purification process than # 101 execution example.
  • Water reservoir structure( ⁇ OO') in # 11 execution example is artificial or natural structure like # 10 execution example, and the same number of separation spaces(603') to a number of partitions (601') with uniform distance a made.
  • Discharge pipe(605') having pump is connected to reservoir space(602'), which its end is coming from the upper part to the inside of the last separation space(603'), and located in the first separation space(603'), and each partition(601') has gap from water reservoir structure( ⁇ OO') floor to connect reservoir space(602') and separation space(603').
  • the height of both walls between each partition(601') is made lower than other parts, so that upper layer water can overflow.
  • separation space(603') can be made with each partitions(601'), and water supply pipe(606') is located at the upper part of reservoir space(602') for new water supply in reservoir space(602').
  • Pump(604') is operated in this frame, water in reservoir space(602') is absorbed by pump, which is moved through discharge pipe(605') and discharged into the last separation space(603') with generating aeration, which induces material friction process and material aeration process.
  • Pollutant molecules are decomposed to small corpuscles through material friction process and material aeration process, which induces a part of pollutants floated or naturally removed.
  • pollutants contained in polluted water supplied through discharge pipe(605') can be gradually decomposed and discharged out through discharging part(608'), which induces water purification.
  • water quality purification process filled in water reservoir structure( ⁇ OO') such as swimming pool, fish farm, lake, aquarium, etc is continuously carried out with water circulation, so that it will be able to kept clean without cleaning process all the times.
  • water in water reservoir structure( ⁇ OO') can be evaporated during pumping process, periodic water supply is needed to water reservoir structure(600').
  • Water supply pipe(606') is located at the upper side of reservoir space(602') in #
  • Fig. 20 indicates skew drawing of water reservoir tank in accordance with #12 execution example of the invention herein, and Fig. 21 indicates section drawing of water reservoir tank in accordance with #12 execution example.
  • # 12 execution example aims to keep water condition in reservoir tank without cleaning work.
  • the same number of separation spaces(703) to the number of partitions(701) are installed at the side of reservoir space(702), and the end of water supply pipe(706) comes into the upper side of the last separation space(703) within separation spaces(703) to locate in the lower part of the last separation space(703).
  • Each partitions(701) is installed with a distance from the floor of reservoir tank(700) to pass through between reservoir space(702) and separation space(703), and discharge pipe(705) having discharge valve(705a) at the lower opposite side of water supply location. Both walls of discharge part(708) between each partition(701) is made lower than other parts.
  • discharge valve(705a) of discharge pipe(705) is closed at this state, and water is discharged into the last separation space(703), aeration is naturally generated, so that pollutants are separated from the water owing to material friction process and material aeration process.
  • Fig. 22 indicates plane drawing of water lake in accordance with #13 execution example of the invention herein.
  • # 13 execution example aims to purify the water kept in reservoir space or lake using water purification principle.
  • Partitions (200) are built through water incoming direction to divide lake into two in vertical direction, and 2-layer partition wall(200) with outlet(201) is installed with a certain distance.
  • a number of discharge pipes(210) having pump(211) are installed at each partition wall(200).
  • the height of partition wall can be higher or lower than lake, so that discharge part of discharge pipe(210) can be higher or lower than water level, however, the lower part of discharge pipe(210) is recommended to located at the bottom of lake, and the upper part should be higher than the lower part.
  • underwater pump is recommended, and location of discharge pipe(21) is not restricted.
  • the size of outlet(201) installed at partition wall (200) should be big enough to inlet water between each partition wall(200) faster than the amount of pumping.
  • # 13 execution example aims to purify water kept in reservoir space or lake. Aeration is generated when water located in the bottom of partition wall(200) is pumped to reservoir space, and pollutants and water molecules are separated by material friction process, which gradually removes pollutants from lake water. More clean water is located at the lower part of lake owing to heavy specific weight, and this is continuously supplied to the space between each partition wall(200) by outlet(201), so that water in lake becomes gradually purified.
  • partition wall(200) can be concrete or block, so that its construction method is not restricted either.
  • Fig. 24 indicates plane drawing of lake in accordance with #14 execution example of the invention herein.
  • sluice(310) such as winch type, turning type, rotating type, etc, can be made for the invention herein, and unit sluice can be connected each other through the front side.
  • each partition wall(300) is not specifically restricted since it can be changed along the size of inlet water quantity and reservoir space or lake.
  • # 14 execution example purifies water with natural water flow by gravity, and foreign material such as wood, soil, sand, etc, can be easily removed since it is accumulated at the floor of the last partition wall(300).
  • the material of partition wall(300) can be concrete or block, so that its construction method is not restricted either.
  • # 15 execution example is a hybrid of # 13 execution example and # 14 execution example, which multi-level vertical partition to water incoming direction walls(300) are built at upstream of lake as it is shown in # 12execution example, and dual vertical direction partition wall(200) is built between the center of partition wall(300) and bank as it is shown in # 11 execution example.
  • outlet(301) is installed at the lower part of partition wall(300) with sluice(310) to open outlet(301) of top partition wall(300), and sediment sludge collecting basket(320) is installed between horizontal direction partition wall(300).
  • Outlet(201) is also installed at the lower part of vertical partition wall(300), and a number of discharge pipes(210) having pump(211) are installed at each vertical direction partition wall(200) to located at reservoir space side.
  • double vertical direction partition wall(200) is installed between the center of bottom horizontal direction partition wall(300) and center of bank, outlet(201), and outlet is installed at the lower side of vertical direction partition wall(200). Since a number of discharge pipe(210) is installed at each vertical direction partition wall(200), which pumps water between each vertical direction partition wall(200), if pump is operated, water near floor is pumped and discharged to reservoir space side, aeration is generated, which causes material friction process. It gradually purifies water pollutants, and clean water is induced to be located in the lower part owing to its heavy specific weight. It will be, again, incoming into space between each vertical direction partition wall(200) through outlet(201), and repetition of this process will gradually purify water quality in lake.
  • # 15 execution example prevents polluted water incoming into lake by purifying the water during incoming process to lake, and also continuously purifies water in lake, it is more effective than # 13 execution example and # 14 execution example.
  • incoming water quantity is controlled by sluice(310) installed at horizontal direction partition wall, and sediment sludge is periodically removed by lifting sediment sludge collecting basket(320).
  • # 13 execution example and # 15 execution example can be applied to any place which keeps water, such as swimming pool, public bath, fishing farm, lake, etc, as well as river reservoir space or lake, it is obvious that water purification in a certain space using water purification principle herein is parted in the right of invention herein.
  • Fig. 27 indicates side section drawing of salt water purifier in accordance with #16 execution example of the invention herein.
  • # 16 execution example aims to purify salt water using equipment in # 1 execution example or # 8 execution example, Prepare mixing tank(400) connected to water supply pipe(62), insert salt and water with a portion of 1 : 2 ⁇ 5 in mixing tank(400), and continuously supply salt water into purification tank(l ⁇ ) through water supply pipe(62) after salt is fully resolved.
  • Salt has been refined by minute film, which is highly expensive owing to its equipments and complicate process and disadvantageous because of removal of mineral elements.
  • # 16 execution example simply purifies salt water with simple equipments, it is cost effective with achieving pure salt or salt water without damaging mineral components.
  • Filter(70) is equipped in the space between each partition(20) in Fig. 27, however, it is not necessary.
  • An equipment which generates aeration or propeller can be installed between partitions (20), and distance between partitions(20) can be controlled, so that it can be also applied to # 16 execution example.
  • Fig. 28 indicates skew drawing of purification tank in accordance with #17 execution example of the invention herein, and Fig. 29 indicates side section drawing of salt water purifier and saltpan in accordance with #17 execution example.
  • [320] # 17 execution example aims to achieve more clean salt with refining sea water or pure water without salt.
  • floating materials including pollutants molecule, pure water and sea water are located from the upper part which are separated from sea water by material aeration process in accordance with propeller operation in purification tank(l ⁇ ), which induces to discharge purified sea water through outlet(l 1) to outside at the end.
  • purified sea water discharged from purification tank(l ⁇ ) can be moved to the sea, however, in # 15 execution example, it is incoming to salt farm(500) which enables to achieve pure salt. Since sea water itself is already purified from purification tank(l ⁇ ), salt can be directly applied for food without refinement process.
  • a number of propeller can differ from the size of space, so that it is not restricted, and also operation time or pattern of propeller(80) can vary from the degree of sea water, so, it is not specifically restricted.
  • Fig. 30 indicates skew drawing of purification tank in accordance with #18 execution example of the invention herein
  • Fig. 31 indicates exemplification drawing of an equipment which separates clean water from sea water in accordance with #18 execution example.
  • # 17 execution example aims to achieve pure water without salt from sea water with purification.
  • Purified sea water discharged from purification tank(l ⁇ ) can be moved to the sea or supplied to salt farm, and pollutant molecules located at the top of each space in purification tank(l ⁇ ) is discharged through the top discharge pipe(15a) within discharge pipe(15a)(15b)(15c), and disposed in disposal plant, and partly purified seawater is collected at the second or third supporting plate(16) within discharge pipe(15a)(15b)(15c), and supplied to a different purification tank(l ⁇ ).
  • the location and number of water supply pipe(62) can vary along the amount, concentration of sea water, size of purification tank, and a number and distance of discharge pipe(15a)(15b)(15c) installed at purification tank(l ⁇ ), shown in 3-levels, can vary along the size of purification tank(l ⁇ ), pollution degree of sea water, concentration of sea water, etc, so that installation location, number and distance of water supply pipe(62) and discharge pipe are not specifically restricted.
  • Fig. 32 indicates side section drawing of sea water purifier in accordance with #98 execution example of the invention herein.
  • # 19 execution example aims to achieve pure water with input fresh water or sea water.
  • separating space(802) is installed between partitions(801) in uniform distance in box shaped purification tank(800), and install hitting device(800) made by a number of propeller on rotating axis at separating space(802).
  • Water supply pipe(804) is located in the lower side of the last separating space(802) from the upper side, discharge pipe(805) connected to discharge valve(805a) is installed to discharge 10 ⁇ 95wt% of fresh water or sea water input through water supply pipe(804) in the lower side of opposite separating space(802).
  • both walls of each partition in purification tank(800) is made lower than the height of partitions(801), which overflows fresh water or sea water containing salt and pollutants.
  • sloped structure of purification tank(800) in # 19 execution example can achieve the same effect of the invention herein, it is also included in the right of the invention herein.
  • structure of hitting device(803) can be also varied, so that its modification should be included in the right of this invention either.
  • Passage rate of sea water incoming through water supply pipe(804) and shape of water supply pipe(804) can be varied, so that modification of the size and passing rate of discharge pipe(805) discharged through partitions(801) of purification tank(800) is parted in the right of the invention herein.
  • Fig. 33 indicates side section drawing of fresh or sea water purifier equipment in accordance with #20 execution example of the invention herein
  • # 20 execution example aims to use organic extracted from fresh water or sea water incoming from purification tank(900) to energy source.
  • separating space(902) is installed between partitions(901) in uniform distance in box shaped purification tank(900), and install hitting device(903) made by a number of propeller on rotating axis at separating space(902). Both walls of each partition(901) in separating space are made higher than each partition(901), and discharge part(906) is made to overflow organic materials generated by material aeration process, material cutting-in process and effect of specific weight and gravity out of tank(900).
  • Collecting container(907) is installed for upper layer water including organic material coming through discharge part(906) at the lower part of purification tank(900), and water supply pipe(904) supplying fresh water or sea water is located in the lower side of the last separating space(902).
  • Discharge pipe(905) having discharge valve(905a) is installed at the lower side of separating space(902) opposite side of water supply pipe(904) to discharge purified water through purification tank(900).
  • pollutants molecule or sea water molecule, pollutants molecule and salt molecule connected to pure water molecule are separated by material separation process, light specific weight pollutants or salt liquid molecules are moving to the upper side, while heavy specific weight pure water is coming down to the lower part of purification tank(900), which is moving to the next separating space(902) in purification tank. Liquid is continuously supplied to activate material cutting-in process above.
  • control discharge valve(905a) to overflow 0.001wt% ⁇ 5wt% of liquid out of purification tank(900) through both side discharge part(906) in separating space(902), and collect upper layer water including organic material and pollutants by collecting container(907).
  • Organic material, pollutants or upper layer water contained in collecting container(907) are applied by energy with extracting organic material only by the effect of gravity and buoyancy, or mixing with petroleum or other energy sources.
  • Fig. 34 indicates skew drawing of an equipment which separates polluted water in accordance with #21 execution example of the invention herein, and Fig. 35 indicates side section drawing of an equipment which purifies polluted water in accordance with #21 execution example.
  • # 21 execution example aims to purify sea water containing oil leaked from oil tanker accident so that oil is leaked to the sea.
  • Floor sloped purification tank(lOOO) is installed, partitions(1002) which has outlet(l ⁇ l) is installed with the same distance at the lower side of purification tank(lOOO), and separation space(1003) made between partitions(1002) or between purification tank(lOOO) and partitions (1002).
  • the height of first and last partitions(1002) should be the same while others are lower than them, so that fresh water or sea water filled in each separation space(1003) overflows and comes to the next separation space(1003), and collecting container(1005) having foreign material discharge pipe(1004) is installed.
  • Inlet(1006) passing through collecting container(1005) is made at the upper part of downstream separation space(1003), and water discharge pipe(1007) for clean water only is connected to the bottom of purification tank(lOOO) which has a cover.
  • water supply pipe(1008) for supplying sea water containing oil, normal sea water and fresh water is located to the lower part of top separation space(1003), and water supply pipe(1008) is connected to pump(1009).
  • filter for foreign materials can be placed at each separation space(1003).
  • clean water comparing to initial polluted water can be purified, and fresh water or sea water discharged through water discharge pipe(1007) can be discharged to river, lake or sea. Pollutants or oil components collected from polluted sea water can be applied as a fuel after recycling or refinery process.
  • This water purification equipment can be applied at polluted area, ground area, oil leaked sea with fast purification process. Moreover, foreign material separated from polluted river or lake, or oil leaked sea can be recycled for fuel.
  • Fig. 36 indicates section drawing of an equipment which purifies oil-tamed stone, soil, sand in accordance with #22 execution example of the invention herein
  • # 22 execution example aims for purification of oil stained stone, soil, sand around sea polluted by oil leak from oil tanker. It is organized by oil removal container(200) which removes oil component from stone, soil, sand with supplying oil stained stone, soil, sand, and oily water separating container(300) which separates oil component and water with supplying oil component containing water produced from oil removal container(200).
  • Oil removal container(200) is consisted of internal container(1210) containing oil stained stone, soil, sand, which has a number of propeller(1221) installed from up to down direction, connected to water supply pipe(1222), main container(1220) separating oil component from oil stained stone, soil, sand contained in internal container(1210), and external container(1230) which discharges oil containing water overflowed from main container (220).
  • a structure including purification tank(lOOO) in accordance with # 1 execution example can be applied to oily water separating container(1300), and any type of oily water separating container can be applied if it is able to perfectly separate oil and water in accordance with the difference of specific weight, oily water separating container(1300) applied in # 2 execution example is applied in # 21 execution example, so that no additional explanation is given herein.
  • Water discharge pipe(1223) for clean water discharge is connected to the lower part of main container(1220), and oily water discharge pipe(231) discharging oil containing water to purification tank(lOOO) of oily water separating container(1300) is connected to the lower part of external container(1230).
  • Oil component separated from stone, soil, sand is to be located at the upper part of main container(1220) owing to light specific weight while heavy specific weight clean water is located at the lower part. If more water is supplied through water supply pipe(1222), oil component located at the upper part is overflowing main container(1220) and incoming to external container(1230), and it is incoming to oily water separating container(1300) through oily water discharge pipe(1231).
  • # 22 execution example enables to completely purify oil stained stone, soil, sand caused by oil leakage of tanker, and oil component separated from stone, soil, sand can be recycled.
  • any type of refinement equipment can be applied if it is able to extract oil component from oil containing water, and remove foreign materials in oil.
  • Fig. 37 indicates deal drawing of oil-removing equipment in accordance with #23 execution example of the invention herein, and Fig. 38 indicates skew drawing at traction status by a boat in accordance with #23 execution example.
  • # 23 execution example aims to remove oil floated on the sea on the spot. Insert zigzag shaped water absorption pipe(l 110) having a large number of water absorption hole(l 111) into filter material(l 120) made by porous foaming plastics, fabric, non woven fabric and cotton, and install oil removing device(l 100) with fixing net frame(l 130) by string(l 140) with fixing net frame(l 130) upward and downward of filter material(l 120). Make a loop(l 121) and connect pulling wire(l 150) at both side of filter material(l 120) of oil removing device (1100), and pulling wire is fixed at stern of boat(l 160) to pull oil removing device(l 100) by boat. The end of water absorption pipe(l 110) is connected to a pump(l 170) attached at a boat.
  • purification tank applied at # 21 execution example or # 22 execution example is placed, and discharge pipe of pump(l 170) is located in purification tank to remove a small amount of oil component absorbed through pump.
  • oil removing device(l 100) is floated on the sea with being connected to boat stern by pulling wire(l 150), oil removing device(l 100) is to be floated on the sea by float-feed(1180).
  • Pump(l 170) is operated with moving the boat to oil polluted sea, and oil component is absorbed to filter material(l 120). Oil component contained in sea water is filtered by porous foaming plastic filter material(l 120) while sea water is incoming to water absorption pipe(l 110), and clean sea water only is incoming to water absorption hole(l 111) of water absorption pipe(l 110), and discharged to the sea again.
  • net frame(l 130) like wire mash keeps a certain form without deforming filter material with passing sea water.
  • Filter material(l 120) should be replaced at this moment, and continue the process above.
  • the method herein is time- wise very effective to remove oil component, and it will be able to carry out oil removal work in narrow path or reef area with using small boat.
  • filter can be replaced on the boat, which enables quick oil removal, and also collected oil component can be recycled for fuel if oil component is separated and refined from filter material(l 120).
  • porous foaming plastics, fabric, nonwoven fabric, cotton, etc can be applied for filter material(l 120) applied in # 23 execution example if it has filtering effect, and also its size can be changed along the size of boat(l 160), it is not specifically restricted. Also, length and diameter of water absorption pipe(l 110) and diameter and number of water absorption hole(l 111) are varied along the size of boat, thickness of oil on the sea, viscosity, etc, it is not specifically restricted. Industrial Applicability
  • the invention herein can be applied to remove pollutants or oil component from normal river water, reservoir water, sea water in salt farm, normal sea water, etc.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Water Treatment By Sorption (AREA)
  • Physical Water Treatments (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Abstract

The invention herein passes fresh water, salt water and sea water through uniformly installed several partitions in purification tank to induce material acceleration process, material cutting-in phenomenon, material emancipation process and material floating process for natural water quality purification, so that cleaned fresh water, salt water or sea water is finally discharged. In the mean time, pollutants or oil component is floated at the upper side of each space, so that it is naturally decomposed or filtered.

Description

Description
METHOD TO PURIFY OR REFINE POLLUTED WATER OR POLLUTED NATURAL OBJECTS NATURALLY USING
PARTITIONS
Technical Field
[1] The invention herein is about a method which naturally purifies or refines polluted water or polluted natural objects using partitions, which, in detail, purifies or refines polluted water, salt water or seawater by passing through lower gap of partitions to remove various foreign materials, oil element, etc, included in water, salt water or seawater by the influence of specific weight and gravity. Background Art
[2] As it is well-known, water which mostly is kept in a river, watercourse, reservoir, etc, is purified and provided for drinking water, however, since water is incoming through various routes to the same space such as river, watercourse and reservoir, it is obvious that a large portion of polluted material is included in the water.
[3] Therefore, a number of methods to purify these stored water have been suggested, however, conventional methods such as gravel contact oxidation method, DD contact type oxidation method, sewage disposal plant water quality purification method, chloride input purification method, etc, show high cost but less efficiency.
[4] There has been an equipment shown which achieves water purification by floating and removing pollutants by forming vortex in the water through separated equipment, however, it shows disadvantages, which need additional equipment for water quality upgrade, and show very restricted water purification region so that it is disadvantageous for water purification of wide region.
[5] In addition, there is an equipment purifying water using photocatalyst, which purifies water in restricted non-flowing space, showing disadvantage to be difficult to continually purify a large amount of water, so that an equipment which is able to continually purify a large amount of water is required.
[6] In the mean time, it is well-known that seawater is polluted by diffusion of oil belt in wide range of area owing to omitted oil caused by oil tanker accident, which causes pollution of mud, stone, soil and sand in seashore, generation of malformed fish, and massive death of a large number of life forms living in sandbar, which causes huge damage to people living based on the sea.
[7] Therefore, it is the most important to remove oil element in short period when seawater, sandbar, stones in seashore, soil and sand are polluted by oil for recovery to original form, however, at present, it is carried only by manual method with a large number of people using bonded fabric and others, which consumes a long period to restore the sea.
[8] Moreover, there is an expensive equipment which removes oil element by sucking polluted seawater using the ship, however, its effect is insignificant since it is effective only in calm water and placid days.
[9] To enhance technical value of the invention herein, explanation of terminology applied for the invention herein is as follows,
[10] Explanation of "Material acceleration phenomenon", "Material cutting-in process",
"The law of material preservation instinct", "Material grouping process", "Material combination process", "Material objection process" and "Material emancipation process" which polluted water quality included in river water is naturally purified or deteriorated is as follows,
[11] Owing to the difference of weight and specific weight of the materials, all materials is to flow in different layers along materials as they are input to the water.
[12] In accordance with this effect, clean water which has heavy specific weight is gathered in the lower part of river water and flows, and polluted water which has light specific weight is gathered in the upper part of river water and flows, however, water flow speed of upper river water is faster than lower river water owing to high pollution load which is the quantity of pollutant contained in water. This principle is defined as "Material acceleration phenomenon".
[13] The reason which accelerates pollution of flowing water in the river is mainly because of "Material acceleration phenomenon" and "Material grouping process", which its details are shown below. Owing to the effect of gravity generated by revolution of the earth and solar system, polluted materials which are lighter than clean water become floating at the upper layer, so that it causes "materials grouping phenomenon" which combines other pollutants coming into the river, which conclusively increases pollution of river water.
[14] The process of "Material cutting-in process" generated by reverse application of material acceleration phenomenon is explained below. Material cutting-in process and material acceleration phenomenon are closely related. "Material cutting-in process" is defined that clean water which has heavy specific weight pushes up polluted water which has light specific weight, and flows off through the lower layer of polluted water. Since all materials in the earth has different atomic weight and molecular weight regardless of its volume, its location in the water differs from others. "Material preservation instinct law" which substantially preserves natural component, "Material grouping process" caused by "Material preservation instinct law", and "Material emancipation process" caused by material thrust process are explained belows. Water shows a specific character which a foreign material is permeated to water, it in- stinctively receives foreign material, combines with, and creates a different material. This is defined as "Material grouping process" in the invention herein.
[15] Moreover, To make pure water molecular, the process which shakes off pollutants permeated in pure water molecular with certain degree of impact so that pollutants are broken away from water molecular is called as "Material emancipation process". In other words, the process which polluted water becomes cleaned by external impact is defined as "Material emancipation process". As it is explained above, water storage facilities such as concrete dam, turning type sluice or bonded fabric which discharge incoming river water to the upper layer accelerates pollution, however, sluice system which discharges river water to the lower layer naturally purifies water quality by material cutting-in process, material thrust process and material emancipation process. Moreover, installation of sluice system which discharges only a part of river water taking up at the lower part of water reservoir system increases pollution owing to material grouping process which polluted water having light specific weight is pushed by clean water having heavy specific weight, pushed away from an outlet, and combined with other pollutants.
[16] Polluted river water having light specific weight which is stuck beside sluice owing to material thrust process and grouping process is impossible to move to downstream of river, so that it accelerates pollution owing to material combination process and grouping process. In details, If siphon method sluice is installed which selectively discharges only lower layer water located at outlet of rubber dam or loading part of turning type sluice, polluted water having light specific weight can be remained inside of sluice, which accelerates pollution with material combination process that produces different materials. Owing to this process, if water is stored by using underwater dam which discharges incoming water to the upper layer by two processes above, material grouping processes and combination process which make pollutants and water molecular combined will accelerate serious pollution problem.
[17] "The law of Material preservation instinct" is explained below,
[18] All materials has its process that if other materials are permeated to the material, it naturally discharges or objects other materials to keep its own structure, so that its pure structure is preserved permanently. This process is defined as "The law of Material preservation instinct" in the invention herein.
[19] "Material objection process" caused by ""The law of Material preservation instinct" is explained below.
[20] All materials coming into water does not show material grouping process from the beginning, which accelerates water pollution, but show material grouping process owing to material objection process which pure water molecules objects pollutants. Later on, it is gradually changing to pollutant with combining with water molecules by natural processes such as dissolved oxygen, solar heat, microorganism, osmotic pressure, etc. The speed of water pollution is accelerated by gradual combination of these materials with water molecules. Green algae in the land and red tide in the sea is occurred by this process. A material called as bryozoa is a byproduct generated by grouping of organic and inorganic materials.
[21] In next, material decomposition process, material combination process and material floating process are explained below. Pure water molecules tend to keep its status by "The law of Material preservation instinct" with material objection process, but combines with other water molecules owing to strong viscosity which produces heavy specific weight at the same time, and sinks to river bed. Then, it produces corpuscles with decomposing by natural process, and repeated. Pollutants contained in water molecules are changed to corpuscles by self -purification, and show material floating process which pollutants are moving to the upper part of water. It, then, repeatedly combines with other pollutants, which causes heavy specific weight, so that sinks in the bed, which accelerates pollution of river water. This process is called as "material decomposition process", "material combination process" and "material floating process".
[22] "Material aeration process" which accelerates water pollution is explained below.
[23] There are material showing various types of chemical reacts coming into water, and these materials produces tiny air bubbles which floats on water by aeration which is caused by chemical components between chemical components of the materials and unknown chemical components. For instance, bubble in beer is generated owing to aeration between corpuscles and corpuscles contained in beer.
[24] This material aeration process is continuously caused by meeting between materials in water. The material generated when air bubble made in aeration process combines with other corpuscles shows heavy specific weight, which sinks in the bed and accelerates water pollution.
[25] "Material friction process", "material decomposition process" and "Material combination process" are explained below.
[26] Although materials have heavier specific weight than water, their sharp parts become worn away because of friction with sharp parts of water molecules, so that it turns to be clean water since existence of corpuscles which organizes pollutants becomes disappeared.
[27] Water purification resulted by this process is called as natural water purification process in accordance with "material friction process", and defined as Hans action in academic terminology. Incompletely decomposed corpuscles through this process is combined with clean water by viscosity and magnetic strength contained in corpuscles, which indicates "material combination process", the reason corpuscles generated during decomposition of materials have viscosity and magnetic strength is surface tension on the surface of materials caused by Brown motion made in water molecule, which becomes naturally stronger. This process is defined as "Material combination process" in the invention herein.
[28] New materials created by material combination process become heavier than specific weight of water, it becomes deposited in the lower layer and changed to sediment sludge in the reservoir as it is combined to other materials.
[29] Pollutants forming sediment sludge generated at this moment generates a large amount of corpuscles through continual decomposition process by different decomposition processes and material friction process. Polluted water quality becomes restored with material combination process and friction process of these corpuscles, however, excessive process above possibly causes green algae and in the land red tide effect in the sea.
[30] As the materials come into water, they are decomposed by material friction process and other material decomposition processes from corpuscles which organize water molecules.
[31] For instance, red rust stain produced from decomposition of iron has lighter specific weight than water molecule, which is deposited to river bed with material combination process with other corpuscles decomposed by water molecule. Sediment sludge is generated when this process is repeatedly occurred.
[32] Since polluted water is turned to clean water having heavy specific weight, owing to material friction and reaction of oxygen, microorganism and solar heat, it locates in the lower part of water storage facility, discharging water in the lower part derives continual production of clean water.
[33] As it is explained above, discharging lower part water coming from the upper part in a reservoir induces water quality purification since water naturally locates along the original specific weights and material cutting-in process which prevents material combination process and acceleration of pollution, but naturally purifies water quality.
[34] Therefore, pollution of water caused by storing the water for a long period in a certain place which causes material decomposition process and combination process can be prevented by keeping brim water and discharging water through lower part of sluice. Moreover, this method can discharge sediment sludge made by material combination process between materials contained in water, and naturally purify polluted water quality with material acceleration phenomenon, material cutting-in phenomenon, material decomposition process and material floating process, etc, by discharging a part of water coming from upstream.As it is well-known, water which mostly is kept in a river, watercourse, reservoir, etc, is purified and provided for drinking water, however, since water is incoming through various routes to the same space such as river, watercourse and reservoir, it is obvious that a large portion of polluted material is included in the water.
[35] Therefore, a number of methods to purify these stored water have been suggested, however, conventional methods such as gravel contact oxidation method, DD contact type oxidation method, sewage disposal plant water quality purification method, chloride input purification method, etc, show high cost but less efficiency.
[36] There has been an equipment shown which achieves water purification by floating and removing pollutants by forming vortex in the water through separated equipment, however, it shows disadvantages, which need additional equipment for water quality upgrade, and show very restricted water purification region so that it is disadvantageous for water purification of wide region.
[37] In addition, there is an equipment purifying water using photocatalyst, which purifies water in restricted non-flowing space, showing disadvantage to be difficult to continually purify a large amount of water, so that an equipment which is able to continually purify a large amount of water is required.
[38] In the mean time, it is well-known that seawater is polluted by diffusion of oil belt in wide range of area owing to omitted oil caused by oil tanker accident, which causes pollution of mud, stone, soil and sand in seashore, generation of malformed fish, and massive death of a large number of life forms living in sandbar, which causes huge damage to people living based on the sea.
[39] Therefore, it is the most important to remove oil element in short period when seawater, sandbar, stones in seashore, soil and sand are polluted by oil for recovery to original form, however, at present, it is carried only by manual method with a large number of people using bonded fabric and others, which consumes a long period to restore the sea.
[40] Moreover, there is an expensive equipment which removes oil element by sucking polluted seawater using the ship, however, its effect is insignificant since it is effective only in calm water and placid days.
[41] To enhance technical value of the invention herein, explanation of terminology applied for the invention herein is as follows,
[42] Explanation of "Material acceleration phenomenon", "Material cutting-in process",
"The law of material preservation instinct", "Material grouping process", "Material combination process", "Material objection process" and "Material emancipation process" which polluted water quality included in river water is naturally purified or deteriorated is as follows,
[43] Owing to the difference of weight and specific weight of the materials, all materials is to flow in different layers along materials as they are input to the water.
[44] In accordance with this effect, clean water which has heavy specific weight is gathered in the lower part of river water and flows, and polluted water which has light specific weight is gathered in the upper part of river water and flows, however, water flow speed of upper river water is faster than lower river water owing to high pollution load which is the quantity of pollutant contained in water. This principle is defined as "Material acceleration phenomenon".
[45] The reason which accelerates pollution of flowing water in the river is mainly because of "Material acceleration phenomenon" and "Material grouping process", which its details are shown below. Owing to the effect of gravity generated by revolution of the earth and solar system, polluted materials which are lighter than clean water become floating at the upper layer, so that it causes "materials grouping phenomenon" which combines other pollutants coming into the river, which conclusively increases pollution of river water.
[46] The process of "Material cutting-in process" generated by reverse application of material acceleration phenomenon is explained below. Material cutting-in process and material acceleration phenomenon are closely related. "Material cutting-in process" is defined that clean water which has heavy specific weight pushes up polluted water which has light specific weight, and flows off through the lower layer of polluted water. Since all materials in the earth has different atomic weight and molecular weight regardless of its volume, its location in the water differs from others. "Material preservation instinct law" which substantially preserves natural component, "Material grouping process" caused by "Material preservation instinct law", and "Material emancipation process" caused by material thrust process are explained belows. Water shows a specific character which a foreign material is permeated to water, it instinctively receives foreign material, combines with, and creates a different material. This is defined as "Material grouping process" in the invention herein.
[47] Moreover, To make pure water molecular, the process which shakes off pollutants permeated in pure water molecular with certain degree of impact so that pollutants are broken away from water molecular is called as "Material emancipation process". In other words, the process which polluted water becomes cleaned by external impact is defined as "Material emancipation process". As it is explained above, water storage facilities such as concrete dam, turning type sluice or bonded fabric which discharge incoming river water to the upper layer accelerates pollution, however, sluice system which discharges river water to the lower layer naturally purifies water quality by material cutting-in process, material thrust process and material emancipation process. Moreover, installation of sluice system which discharges only a part of river water taking up at the lower part of water reservoir system increases pollution owing to material grouping process which polluted water having light specific weight is pushed by clean water having heavy specific weight, pushed away from an outlet, and combined with other pollutants.
[48] Polluted river water having light specific weight which is stuck beside sluice owing to material thrust process and grouping process is impossible to move to downstream of river, so that it accelerates pollution owing to material combination process and grouping process. In details, If siphon method sluice is installed which selectively discharges only lower layer water located at outlet of rubber dam or loading part of turning type sluice, polluted water having light specific weight can be remained inside of sluice, which accelerates pollution with material combination process that produces different materials. Owing to this process, if water is stored by using underwater dam which discharges incoming water to the upper layer by two processes above, material grouping processes and combination process which make pollutants and water molecular combined will accelerate serious pollution problem.
[49] "The law of Material preservation instinct" is explained below,
[50] All materials has its process that if other materials are permeated to the material, it naturally discharges or objects other materials to keep its own structure, so that its pure structure is preserved permanently. This process is defined as "The law of Material preservation instinct" in the invention herein.
[51] "Material objection process" caused by ""The law of Material preservation instinct" is explained below.
[52] All materials coming into water does not show material grouping process from the beginning, which accelerates water pollution, but show material grouping process owing to material objection process which pure water molecules objects pollutants. Later on, it is gradually changing to pollutant with combining with water molecules by natural processes such as dissolved oxygen, solar heat, microorganism, osmotic pressure, etc. The speed of water pollution is accelerated by gradual combination of these materials with water molecules. Green algae in the land and red tide in the sea is occurred by this process. A material called as bryozoa is a byproduct generated by grouping of organic and inorganic materials.
[53] In next, material decomposition process, material combination process and material floating process are explained below. Pure water molecules tend to keep its status by "The law of Material preservation instinct" with material objection process, but combines with other water molecules owing to strong viscosity which produces heavy specific weight at the same time, and sinks to river bed. Then, it produces corpuscles with decomposing by natural process, and repeated. Pollutants contained in water molecules are changed to corpuscles by self -purification, and show material floating process which pollutants are moving to the upper part of water. It, then, repeatedly combines with other pollutants, which causes heavy specific weight, so that sinks in the bed, which accelerates pollution of river water. This process is called as "material decomposition process", "material combination process" and "material floating process".
[54] "Material aeration process" which accelerates water pollution is explained below.
[55] There are material showing various types of chemical reacts coming into water, and these materials produces tiny air bubbles which floats on water by aeration which is caused by chemical components between chemical components of the materials and unknown chemical components. For instance, bubble in beer is generated owing to aeration between corpuscles and corpuscles contained in beer.
[56] This material aeration process is continuously caused by meeting between materials in water. The material generated when air bubble made in aeration process combines with other corpuscles shows heavy specific weight, which sinks in the bed and accelerates water pollution.
[57] "Material friction process", "material decomposition process" and "Material combination process" are explained below.
[58] Although materials have heavier specific weight than water, their sharp parts become worn away because of friction with sharp parts of water molecules, so that it turns to be clean water since existence of corpuscles which organizes pollutants becomes disappeared.
[59] Water purification resulted by this process is called as natural water purification process in accordance with "material friction process", and defined as Hans action in academic terminology. Incompletely decomposed corpuscles through this process is combined with clean water by viscosity and magnetic strength contained in corpuscles, which indicates "material combination process", the reason corpuscles generated during decomposition of materials have viscosity and magnetic strength is surface tension on the surface of materials caused by Brown motion made in water molecule, which becomes naturally stronger. This process is defined as "Material combination process" in the invention herein.
[60] New materials created by material combination process become heavier than specific weight of water, it becomes deposited in the lower layer and changed to sediment sludge in the reservoir as it is combined to other materials.
[61] Pollutants forming sediment sludge generated at this moment generates a large amount of corpuscles through continual decomposition process by different decomposition processes and material friction process. Polluted water quality becomes restored with material combination process and friction process of these corpuscles, however, excessive process above possibly causes green algae and in the land red tide effect in the sea.
[62] As the materials come into water, they are decomposed by material friction process and other material decomposition processes from corpuscles which organize water molecules.
[63] For instance, red rust stain produced from decomposition of iron has lighter specific weight than water molecule, which is deposited to river bed with material combination process with other corpuscles decomposed by water molecule. Sediment sludge is generated when this process is repeatedly occurred.
[64] Since polluted water is turned to clean water having heavy specific weight, owing to material friction and reaction of oxygen, microorganism and solar heat, it locates in the lower part of water storage facility, discharging water in the lower part derives continual production of clean water.
[65] As it is explained above, discharging lower part water coming from the upper part in a reservoir induces water quality purification since water naturally locates along the original specific weights and material cutting-in process which prevents material combination process and acceleration of pollution, but naturally purifies water quality.
[66] Therefore, pollution of water caused by storing the water for a long period in a certain place which causes material decomposition process and combination process can be prevented by keeping brim water and discharging water through lower part of sluice. Moreover, this method can discharge sediment sludge made by material combination process between materials contained in water, and naturally purify polluted water quality with material acceleration phenomenon, material cutting-in phenomenon, material decomposition process and material floating process, etc, by discharging a part of water coming from upstream.
Disclosure of Invention
Technical Problem
[67] The invention herein is to purify polluted water, salt water and seawater by decomposing pollutants or oil components contained in water, salt water and seawater by passing them through the lower part of a partition applying purification principle of water mentioned above, or naturally purify or refine polluted water or natural water using partitions which refines salt water by removing impurities. Technical Solution
[68] The invention herein suggests to install more than one partitions at reservoirs such as water-purifier tank, reservoir of fishing port, lake, river, pond, fishery and bathhouse, and install an outlet at the lower part of partition to pass water which needs purification or refinement, so that polluted water or salt water is naturally purified or refined by using a principle which pollutant is decomposed from polluted water in accordance with gravity and specific weight, and located at the upper part of water, so that only clean water is discharged through the lower part.
[69] If water is kept in a certain space, water pollution is accelerated owing to material cutting-in process and combination process, so that the invention herein aims to resolve this disadvantage using following processes.
[70] There are a large number of materials contained in water, which are categorized to inorganic corpuscles and organic corpuscles, and contact of these corpuscles causes friction between corpuscles, which decomposes corpuscles and creates different type of corpuscles. These corpuscles are turned to be heavier owing to material combination process with other inorganic and organic corpuscles, which leads them to be sunk in river bed, so that water pollution is accelerated, and creates sediment sludge.
[71] Moreover, material friction process is occurred which corpuscles contained in water regardless of oxygen is naturally decomposed through friction effect, which leads more minute decomposition of corpuscles.
[72] Decomposed materials through material decomposition process are combined with other corpuscles, which changes their specific weight heavier than water, so that they are sunk in upper part discharging type reservoir device.
[73] The reason of water pollution acceleration by material cutting-in process is explained below.
[74] if water is kept in a certain space, its specific weight becomes heavier than water's since organic and inorganic corpuscles combine each other, material combination process, so that if new water is not able to permeate into conventional water, but skim the surface of water as if a car slips on frozen road, it accelerates water pollution.
[75] In other words, while water kept in reservoir or water purifier remains still, water newly incoming flows fast, it slips through the upper part of kept water, so that it is not mixed with kept water.
[76] This process is called as 'material cutting-in process'.
[77] In other words, if water is kept in concrete underwater dam, upper part discharging type sluice, rubber dam, sediment sludge made by material friction process, material combination process, material and material grouping process, which is accumulated inside of reservoir, and produces additional corpuscle through ©natural decomposition process by resolved oxygen contained in water ® decomposition process by microorganism ©decomposition process by material friction process colliding between corpuscles ® natural decomposition process by solar heat © material decomposition process by frictional force © material decomposition process by osmotic pressure © material decomposition process by gravitational pressure ® material process capillary, and it accelerates water pollution by producing additional corpuscles due to natural decomposition of sediment sludge and material friction, decomposition and grouping process.
[78] Moreover, if water is kept by water reservoir facilities which part of river water is discharged by installation of lower water discharging facility at rubber dam and siphon passage is installed at turning type sluice, water pollution is accelerated by material cutting-in process which heavy specific weight material is discharged earlier than light specific material weight, material combination process and grouping process.
[79] Pollution of water pushed away by heavy specific weight water becomes accelerated, which is called as material cutting-in process, which is similar to the stone sunk after pushing away water.
[80] Natural reviving of polluted water quality is explained below.
[81] There are around 60,000 materials contained in water which have their own weight and location along the weight.
[82] In other words, the layers are different along the materials, which is called as
'layering process'. For instance, there are same nitrogen and phosphorus component, its location layer is different in accordance with the size of decomposed corpuscle.
[83] Pollutant which its specific weight is 0.9999998 can not permeated to 1 or
0.99999999 material. So, water pollution is not accelerated if water is discharged through the lower part of partitions, since material grouping process and combination process caused by viscosity is not occurred.
[84] In other words, if water is kept in partition in the middle of water reservoir space, and discharges water through the upper parts, water pollution is accelerated owing to material grouping process and combination process. However, water is discharged through the lower part, water pollution is not accelerated owing to ©natural decomposition process by resolved oxygen contained in water ® decomposition process by microorganism ©decomposition process by material friction process colliding between corpuscles ® natural decomposition process by solar heat © material decomposition process by frictional force © material decomposition process by osmotic pressure © material decomposition process by gravitational pressure ® material process capillary, and it naturally continues more minute decomposition of microorganism with 'the law of material preservation', so that clean water which detached polluted microorganism can be discharged, which polluted water is naturally purified.
[85] The invention herein is to suggest natural water purification or refinement method of polluted fresh water or sea water using natural water purification principle shown above.
Advantageous Effects
[86] The invention herein naturally purifies water by continual supply and discharge of fresh water, salt water, so that it passes through outlet installed in lower part of partitions, which leads material acceleration process, material cutting-in phenomenon, material emancipation process and material floating process, and discharges purified fresh water, salt water, sea water. Pollutants and oil component is floated to the upper part, and discharged, naturally decomposed or filtered.
[87] So, the invention herein does not apply additional bio-chemical method but apply material acceleration process, material cutting-in phenomenon, material emancipation process and material floating process during the process which fresh water, salt water or sea water is passing through outlet installed at the lower part of partitions, and a principle which light specific weight materials, pollutants or oil component are located at the upper part and heavy specific weight materials, fresh water, salt water, sea water, are located in the lower part, so that supply of fresh water, salt water, sea water will lead discharging of completely purified fresh water, salt water, sea water, which is cost-effective.
[88] Enforced bubble generation with installation of propellers at each space can actively achieve water purification of fresh water, salt water, sea water, and if structure of partitions is installed in zigzag shape or similar way, it extends the length of purification length of fresh water, salt water, sea water, which greatly upgrades water quality purification efficiency in speed and cost
[89] Therefore, application of this method enables to purify polluted water into clean water for living water with less cost without applying chemicals such as chloride or fluorine, reduce generation of sediment sludge and prevents material combination process which prevents green algae and red tide.
[90] Moreover, it upgrades convenience of usage by purifying water quality in fishery and lake without additional filter, and revives damaged sea water quality by perfect separation of clean sea water and oil component in short period, which also enables recycling of separated oil component.
[91] In addition, if stone, soil, sand contaminated by oil component is submerged in purification tank with water, and propeller is run, oil component is separated from stone, soil, sand and located in upper part of water, which is able to be recycled and applied for fuel. It indicates that stone, soil and sand in seashore contaminated by oil component can be purified with less cost and time. Brief Description of the Drawings
[92] Fig. 1 indicates skew drawing of water purification equipment in accordance with
#1 execution example of the invention herein.
[93] Fig. 2 indicates side section drawing of water purification equipment in accordance with #1 execution example of the invention herein.
[94] Fig. 3 indicates skew drawing of filter in accordance with #1 execution example of the invention herein.
[95] Fig. 4 indicates side section drawing of water purification equipment in accordance with #2 execution example of the invention herein. [96] Fig. 5 indicates side section drawing of water purification equipment in accordance with #3 execution example of the invention herein. [97] Fig. 6 indicates side section drawing when the volume of water purification equipment at each spaces becomes maximum of water purification equipment in accordance with #4 execution example of the invention herein. [98] Fig. 7 indicates side section drawing when the volume of water purification equipment at each spaces becomes minimum of water purification equipment in accordance with #4 execution example of the invention herein. [99] Fig. 8 indicates side section drawing when the volume of water purification equipment at each spaces becomes maximum of water purification equipment in accordance with #5 execution example of the invention herein. [100] Fig. 9 indicates side section drawing when the volume of water purification equipment at each spaces becomes minimum of water purification equipment in accordance with #5 execution example of the invention herein. [101] Fig. 10 indicates side section drawing of water purification equipment in accordance with #6 execution example of the invention herein. [102] Fig. 11 indicates front section drawing of the top section part of water purification equipment in accordance with #7 execution example of the invention herein. [103] Fig. 12 indicates side section drawing of water purification equipment in accordance with #8 execution example of the invention herein. [104] Fig. 13 indicates plane section drawing of water purification equipment in accordance with #8 execution example of the invention herein. [105] Fig. 14 indicates skew drawing of fishery in accordance with #9 execution example of the invention herein. [106] Fig. 15 indicates section drawing of fishery in accordance with #9 execution example of the invention herein. [107] Fig. 16 indicates skew drawing of water reservoir structure in accordance with #10 execution example of the invention herein. [108] Fig. 17 indicates section drawing of water reservoir structure in accordance with
#10 execution example of the invention herein [109] Fig. 18 indicates skew drawing of water reservoir structure in accordance with #11 execution example of the invention herein [110] Fig. 19 indicates section drawing of water reservoir structure in accordance with
#11 execution example of the invention herein [111] Fig. 20 indicates skew drawing of water reservoir tank in accordance with #12 execution example of the invention herein [112] Fig. 21 indicates section drawing of water reservoir tank in accordance with #12 execution example of the invention herein [113] Fig. 22 indicates plane drawing of water lake in accordance with #13 execution example of the invention herein
[114] Fig. 23 indicates section drawing of A-A line of Fig. 22
[115] Fig. 24 indicates plane drawing of lake in accordance with #14 execution example of the invention herein
[116] Fig. 25 indicates section drawing of B-B line of Fig. 24
[117] Fig. 26 indicates plane drawing of lake in accordance with #15 execution example of the invention herein [118] Fig. 27 indicates side section drawing of salt water purifier in accordance with #16 execution example of the invention herein [119] Fig. 28 indicates skew drawing of purification tank in accordance with #17 execution example of the invention herein [120] Fig. 29 indicates side section drawing of salt water purifier and saltpan in accordance with #17 execution example of the invention herein [121] Fig. 30 indicates skew drawing of purification tank in accordance with #18 execution example of the invention herein [122] Fig. 31 indicates exemplification drawing of an equipment which separates clean water from sea water in accordance with #18 execution example of the invention herein [123] Fig. 32 indicates side section drawing of sea water purifier in accordance with #98 execution example of the invention herein [124] Fig. 33 indicates side section drawing of fresh or sea water purifier equipment in accordance with #20 execution example of the invention herein [125] Fig. 34 indicates skew drawing of an equipment which separates polluted water in accordance with #21 execution example of the invention herein [126] Fig. 35 indicates side section drawing of an equipment which purifies polluted water in accordance with #21 execution example of the invention herein [127] Fig. 36 indicates section drawing of an equipment which purifies oil-tamed stone, soil, sand in accordance with #22 execution example of the invention herein [128] Fig. 37 indicates deal drawing of oil-removing equipment in accordance with #23 execution example of the invention herein [129] Fig. 38 indicates skew drawing at traction status by a boat in accordance with #23 execution example of the invention herein
Best Mode for Carrying Out the Invention [130] The invention herein purifies polluted fresh water, salt water and sea water by passing polluted water through partitions installed with the same distance in purification tank, so that it is purified by effect of specific weight and gravity, and discharged through outlet at the lower part of each partitions. In the mean time, light specific weight materials, pollutants or oil component, are located at the upper part of each partition, and discharged through a different route, naturally decomposed or filtered by filter, so that water quality is purified. Mode for the Invention
[131] The invention herein is thoroughly described in accordance with attached drawings and execution example as follows,
[132] [# 1 execution example]
[133] Fig. 1 indicates skew drawing of water purification equipment in accordance with
#1 execution example of the invention herein, Fig. 2 indicates side section drawing of water purification equipment in accordance with #1 execution example of the invention herein, and Fig. 3 indicates skew drawing of filter in accordance with #1 execution example of the invention herein.
[134] As it is shown in the figures, downward directed purification tank(lθ) is installed in water purification equipment in accordance with # 1 execution example, and partitions(20) which outlet(21) is installed at the lower part of purification tank(lθ). Outlet(l l) is installed at the bottom of purification tank(lθ), control plate(30) is installed at the front of outlet(l 1), and piston load(42) of operation cylinder(41) fixed at purification tank(lθ) is installed at the upper part of control plate(l 1). Water storing tank(50) which has outlet(61) is located at outlet(l 1), water supply pipe(62) is located at the opposite-upper part of outlet at purification tank(lθ), and filter(30) is installed at the space between purification tank(lθ) and partitions(20) or each partitions (20).
[135] At this moment, filter(70), net shaped(70), has bottom part(71) closed shape to discharge sediment sludge, and pulling wire(73) is installed at the upper part.
[136] Moreover, guides(31) is installed at both side of purification tank(lθ) control plate to enable up and down of control plate(30) at a certain location.
[137] Process of water purification equipment in accordance with # 1 execution example of the invention herein is explained below,
[138] First of all, if water is supplied through water supply pipe(62) with completely closing outlet(l 1) installed at the lower part of purification tank(lθ), water is sequentially filled at the lower part of space through outlet(21) located at the lower part of each partitions(20).
[139] If control plate(30) is risen with contracting operation cylinder(41) with continual supply of water through water supply pipe(62) when water is filled at all space, water is discharged with opening outlet(l l). Specific weight of pollutants contained in water is lighter than water, pollutants will located at the upper part of water space in accordance with gravity, so that only clean water is discharged through outlet(21). Along the processes explained above, water is naturally purified with generation of material acceleration process, material cutting-in phenomenon, material emancipation process and material floating process during flowing through each space, and only pure water is discharged through outlet(l 1) at the end.
[140] Water coming from outlet(l 1) is gathered in water tank(50) located below outlet(l 1), and discharged through discharge pipe(61). At this moment, outlet(l 1) should be opened to keep the same water supply and discharge not to congest clean water in purification tank(lθ) and prevent the 2nd contamination by material grouping process with installing water supply and discharge sensor, controlling general control system and control of control plate(30).
[141] In the mean time, big sized foreign materials are filtered while water is moving through each space, and minute sludges which is not filtered is settled to downward direction with grouping by material grouping process without discharging from each space, and gathered at closed bottom part(71). It is very comfortable to remove foreign material by pulling it by pulling string(73) periodically.
[142] Therefore, if water from river or reservoir is continuously supplied or discharged through water supply pipe(62) in accordance with # 1 execution example in the invention herein, water can be easily purified owing to discharging pure water in the process of water passage through purification tank(lθ), and since the method in accordance with # 1 execution example naturally purifies with continual discharge of supplied water with continual water supply, water in river and reservoir can be easily purified regardless of the size if big size of purification tank(lθ) is facilitated.
[143]
[144] [# 2 execution example]
[145] Fig. 4 is a side section drawing of water purification equipment in accordance with
# 2 execution example of the invention herein.
[146] As it is shown in the figure, technical structure of water purification equipment in accordance with # 2 execution example is identical to # 1 execution example, except the difference of propeller installation through each partitions(20).
[147] All method which purifies water using water purification equipment in accordance with # 2 execution example is identical to # 1 execution example, and if propeller(80) is operated when water is fully filled in each space, vortex is forcibly produced and aeration is made, which separates pollutants from water molecules when bubbles float up owing to aeration, and makes pollutants floating up the upper part, which purifies water.
[148] Of course, these propellers(80) can be installed at all position or randomly installed.
[149] Moreover, propeller(80) can be operated all the time or periodically operated.
[150] [151] [# 3 execution example]
[152] Fig. 5 indicates side section drawing of water purification equipment in accordance with # 3 execution example of the invention herein.
[153] As it is shown in the figure, multi-level slope plate(12) is fixed with zigzag-shape with a slope at purification tank(lθ) which has a long vertical span for water p urification equipment in accordance with # 3 execution example, multi-level partitions(20) are installed with uniform distance which has outlet(21) at each lower side at the slope plate(12), water supply pipe(62) is located at the upper part of purification tank(lθ) while the lower space of purification tank(lθ) works as water tank, and discharge pipe(61) is connected at the lower side water of purification tank(lθ) to discharge water to outside.
[154] At this moment, the same filter(70) and propeller(80) applied to # 1 execution example and # 2 execution example can be installed at the space between partitions(20), which is not indicated in this figure.
[155] Moreover, 2 heat wires or heat pipes(22) are equipped in each partitions(20) and connected to the power for heat generation, or solar panel is installed at exterior of purification tank to connect to heat wire or heat pipe(22), or heat pipe can be connected to heat generating device like boiler. Heat wire or heat pipe(22) in each partitions(20) are shown in drawings, however. If water is supplied through water supply pipe (62) in this structure, water comes down from the upstream in zigzag route through slope plates(12) and uniformly installed multi-level partitions, so that pollutants are floated at the upper side of each space as it is shown in # 1 execution example or # 2 execution example, while clean water is flowing through outlet(21) of each partitions (20). Therefore, water discharged from discharge pipe(61) is naturally purified with generation of material acceleration process, material cutting-in phenomenon, material emancipation process and material floating process.
[156] At this moment, moving route is extended along the number of slope plate(12) which is longer than # 1 execution example or # 2 execution example in case of # 3 execution example, its volume is not enlarged since slope plate(12) is installed in zigzag shape on purification tank(lθ), however, it is advantageous to upgrade water purification efficiency.
[157] Moreover, it is advantageous to directly discharge purified water without additional water tank since the lower part of purification tank(lθ) roles as a water tank.
[158] Although it is not described in the figure of # 3 execution example, it will be clear that if sediment sludge is filtered by filter(70) or propeller(80) or vortex is forcibly generated, pollutant will be detached from water molecules and floated with bubbles, it will upgrade water purification efficiency.
[159] Moreover, heat is added through 2 heat wires or heat pipes installed in each partitions(20), material friction process is activated owing to convection of flow by temperature difference around heat wire or heat pipe(22) so that pollutants are minutely broken and floated to the upper layer, which enhances water quality purification. Two heat wires or heat pipes(22) are installed in each partitions(20) to speed up convention effect.
[160] It is obvious that the number of heat wire or heat pipe(22) installation can be more than 2 in # 3 execution example, which is also included in the range of patent right in the invention herein.
[161]
[162] [# 4 execution example]
[163] Fig. 6 indicates side section drawing when the volume of each space of water purification equipment becomes the maximum in accordance with # 4 execution example.
[164] As it is shown in the figure, water purification equipment in # 4 execution example is installed in the same way in # 1 execution example or # 3 execution example, lower part of each partitions(20) is connected to hinge(25) to rotate on purification tank(lθ), and upper part of each partitions(20) is connected to motion pole(23). The volume of space between each partition(20) is changed by forward and backward motion of tool(24) like cylinder connected to motion pole(23), which causes vortex along the change of volume between each partition (20), so that pollutants are separated from water.
[165] At this moment, forward and backward tool(24) applied to # 4 execution example can be cylinder, crank, screw, etc, which is not restricted, and cylinder was applied in a drawing herein.
[166] If water is supplied through water supply pipe(62) in this structure with operation forward and backward tool(24) which rotates motion pole(23) and upper part of each partition(20) with rotating hinge(25) connected part, so that the distance between each partition(20) is changed, and volume of water between partitions(20) is also changed. This process forcibly generates vortex and aeration, which induces bubble floated, so that pollutants is separated from water molecule, which indicates water quality purification.
[167] This forward and backward tool(24) can be operated all the time or randomly operated based on the control, so that its operation pattern is not restricted.
[168]
[169] [# 5 execution example]
[170] Fig. 8 indicates side section drawing of water purification equipment when its volume becomes maximum in accordance with # 5 execution example, and Fig. 9 is side section drawing of water purification equipment when its volume becomes minimum in accordance with # 5 execution example. [171] As it is shown in figures, water purification equipment in # 5 execution example in accordance with # 1 execution example or # 3 execution example, a threshold(14) with the same thickness to each partition(20) is installed at the lower part of each partition in purification tank(lθ), and outlet is made between thresholds (14) which are located at the upper part with a certain distance, and upper part of each partition(20) is connected to hinge(25') to enable rotation and operation pole(23') which is connected to forward and backward tool(24') which changes the volume of the space between each partition (20). Vortex is generated along the change of volume, which purifies polluted water with separation of pollutants from water.
[172] At this moment, forward and backward tool(24) applied to # 5 execution example can be cylinder, crank, screw, etc, which is not restricted, and cylinder was applied in a drawing herein.
[173] Moreover, filter(70) applied to # 1 execution example or # 2 execution example is installed between threshold(14).
[174] In the structure, if operation pole(23') is moved through forward and backward tool(24') with supplying water through water supply pipe(62), upper part of each partition (20) is moved forward and backward with rotating hinge(25') connecting part, and the distance between partitions(20) is changed along rotation of each partition (20). If the distance between each partition(20) is changed, volume between each partition(20) is changed, which leads change of water level, vortex is generated, so that bubbles generated from vortex separates pollutants from water molecule and makes them floated to the upper part, which conclusively purifies water.
[175] Moreover, as it is explained above, each partition(20) is rotated through hinge(25') connecting part, more vortex is generated with slopping the water in purification tank(lθ) more, which accelerates water purification efficiency with aeration effect.
[176] In addition, with fixed threshold(14) and filter at the lower part of each partitions in purification tank(lθ), water purification is accelerated since heavy specific weight sediment contained in water is filtered by filter(70) as water is filled.
[177] Moreover, forward and backward tool(24') applied in # 5 execution example is operated all the times, randomly, or only for operation period by operator for water purification in # 4 execution example, so that operation pattern of forward and backward tool(24') is not specifically restricted.
[178]
[179] [# 6 execution example]
[180] Fig. 10 indicates side section drawing of water purification equipment in accordance with # 6 execution example of the invention herein.
[181] Water purification equipment in accordance with # 6 execution example is organized by water purification equipment through # 1 execution example or # 2 execution example with installing guide(13) at contact part of each partition of purification tank(lθ), and outlet(21) is made by the space between floors of purification tank(lθ) and partitions(20) with inserting each guide(13). Vortex is generated through the difference of water discharge owing to the size difference of outlet(21), which separates pollutants from polluted water.
[182] At this moment, elevating tool(26) applied to # 6 execution example can be cylinder, crank, screw, etc, which is not restricted, and cylinder was applied in a drawing herein.
[183] # 27 which is not described in a drawing indicates prop supporting elevating tool(26).
[184] If the width of outlet between floor parts of partitions(20) and purification tank(lθ) with elevating partitions (20) through elevating tool (26) with supplying water through water supply pipe(62), water discharging speed varies, which generates vortex and aeration, so that pollutants included in water is separated from water molecule, which purifies water quality.
[185] This elevating tool(26) can be always operated, randomly operated or controlled by operator, so that its operation pattern is not specifically restricted.
[186] Moreover, if this water purification equipment in accordance with each execution example is applied to water purifier tank or sewage disposal plant, pollutants can be naturally separated without additional bio-chemical treatment, which is cost-effective in construction cost and maintenance cost.
[187]
[188] [# 7 execution example]
[189] Fig. 11 indicates front section drawing of the top section part of water purification equipment in accordance with #7 execution example of the invention herein.
[190] As it is shown in a figure, drainpipe(91) is installed at the upper side of each space, and roundabout waterway(92) is connected to the lower side of discharge part at drainpipe(91). Water supply part of water supply pipe(62) is submerged to no less than 1/3 point of the space between purification tank(lθ) and partitions(20)
[191] It is clear that installation location of drainpipe(91) should be the top of each space water level with having discharge valve to selectively discharge upper layer water of each space, and it should be connected to the side of purification tank(lθ) not to be interrupted by the location of water supply pipe (62).
[192] This method enables to float pollutants to the upper layer with pushing conventional water since water is supplied to 1/3 point of the space between purification tank(lθ) and partitions (20), and if water is filled to drainpipe(91), upper layer water is discharged through drainpipe(91), which makes discharge of pollutants or floating materials located at the upper layer without additional devices. Discharged pollutants or floating matters will be disposed after being moved to refuse dump through roundabout waterway (92).
[193] Moreover, since water is incoming to the lower part through outlet(21) of each partition (20), more pollutants will be floated with pushing conventional water. As water is filled to higher level than drainpipe(91), pollutants or floating materials drainpipe(91) at the top is discharged through drainpipe(91).
[194] In other words, water(100%) is supplied through water supply pipe(62), 5-10% of water is discharged or disposed with pollutants through drainpipe(91), and other water(90~95%) is discharged after purification.
[195] At this moment, Fig. 11 indicates the top side space only. It is obvious that drainpipe(91) is connected at upper side of each space, and roundabout waterway (92) at the lower side of drainpipe(91).
[196] Moreover, it is obvious that installation of a number of filters and installation of air pump in partitions, which activates Brown motion of corpuscles to purify water quality are included in the range of the invention herein.
[197]
[198] [# 8 execution example]
[199] Fig. 12 indicates side section drawing of water purification equipment in accordance with #8 execution example of the invention herein, and Fig. 13 indicates plane section drawing of water purification equipment in accordance with #8 execution example.
[200] As it is shown in figures, water purification equipment of # 8 execution example is more upgraded than # 1 execution example, # 3 execution example or # 7 execution example, and it is explained as below based on the application in # 1 execution example or # 2 execution example.
[201] Floor sloped purification tank(lθ) is installed, partitions(20) which has outlet(21) is installed with the same distance at the lower side of purification tank(lθ), and control plate(30) for the degree of opening is installed at outlet(l 1). Front part of piston load(42) of operation cylinder(41) fixed at purification tank(lθ) is connected, water tank(50) having discharge pipe(61) is located at the lower side of outlet(l 1), and water supply pipe(62) is located at the opposite side of purification tank(lθ) outlet, which is submerged to the inner side of purification tank(lθ). Although it is not shown in a figure, it is obvious that filter can be placed at the space between purification tank(lθ) and partitions (20) or each partition(20).
[202] In this water purification equipment, downstream heading propeller(80) is installed at the space between purification tank(lθ) and partitions (20) or each partition (20) in # 8 execution example, and air nozzle(82) connected to air compressor(81) is installed at the lower side of each space with its discharging part locating at the lower side of each propeller(80).
[203] Moreover, both walls of purification tank(lθ) are made lower than the height of partitions(20)and purification tank(lθ), so that upper layer water is overflowed through both walls, which forms pollutant collecting container(83) collecting overflowed water, and drain pipe(84) is connected which is connected to sewage disposal plant at pollutants collecting container(83).
[204] If water is supplied through water supply pipe(62) after outlet(l 1) located at the bottom of purification tank(lθ) is completely closed through control plate(30), water is moved through outlet(21) located at the lower side of each partition(20) with filling the space from upper side in the spaces, which is sequentially filling from the lower side of space.
[205] If control plate(30) is elevated with contracting operation cylinder(41) and continual water supply through water supply pipe(62), outlet(l 1) is opened, and water is discharged. Clean water only is discharged when water is moving to the lower space through outlet(21), since specific weight of pollutants is lighter than pure water, so that pollutants are floated as pure water is discharged after natural generation of material acceleration process, material cutting-in phenomenon, material emancipation process and material floating process.
[206] At the same time, if air is blown through air nozzle(82) with running each propeller(80) located at the middle of each space, pollutants connected in water molecule and water molecule are changed to ultra small corpuscles by air friction made from air compressor(81) and rotatory power of propeller(80), clean water with heavy specific weight is naturally moving to the lower side of multi-leveled purification tank(lθ), and light specific weight pollutants will be floated up by the effect of gravity and buoyancy, which is overflowing through both walls of purification tank(lθ) by material pushing process.
[207] If upper layer water including pollutants is overflowed through both walls of purification tank(lθ), it is collected at pollutant collecting container(83)and sent to drain pipe(84), which is process. In other words, water is always filled since water is continuously supplied through water supply pipe(62) regardless of water discharge through outlet(21), and air blowing through air nozzle(82) and propeller(80) is made, foreign materials can be removed with upper layer water overflowing.
[208] Therefore, 90-95% of water from supplied water is discharged through outlet(21), which its pollutants is removed by vortex generation by propeller(80) and air blow and aeration by air nozzle(82).
[209] Moreover, Since upper layer water containing pollutants is overflowing to pollutants collecting container(83) through both walls of purification tank(lθ), which is completely separated from clean water, clean water discharged from outlet(l 1) of purification tank(lθ) can be discharged to the river. [210] More than 2 purification tank(lθ) above can be installed to perfectly purify polluted water without additional chemicals, therefore, modified execution example should be parted in the range of right of the invention herein. [211] Moreover, propeller(81) and air nozzle(82) applied to # 8 execution example can be installed to the all space, the number of propeller(80) for installation is not restricted. [212] Moreover, propeller(81) and air nozzle(82) is operated all the times, randomly, or only for operation period by operator for water purification, so that operation pattern propeller(81) and air nozzle(82) is not specifically restricted. [213]
[214] [# 9 execution example]
[215] Fig. 14 indicates skew drawing of fishery in accordance with #9 execution example of the invention herein. [216] Natural water purification is applied to fishery which is divided to two parts with different capacity in # 9 execution example, which the lower part of partitions(lθl) can be connected. [217] Pump(104) is installed at the lower part of relatively wider space(102), which one part is connected to pump(104) through fishery(lOO) while discharge pipe(105) is installed at the lower part in smaller space(103) in the other part, so that water from larger space(103) is flowing to the upper layer of smaller space(103). [218] At this moment, packing material(106) should be attached at fishery penetration part of discharge pipe(105) not to leak between discharge pipe(105) and fishery(lOO), and pump(104) and discharge pipe(105) should be fixed at fishery(lOO) using absorbent or similar materials. [219] Moreover, water supply pipe(107) is located at the upper side of wider space(102) of fishery(lOO) to supply new water to fishery(lOO), and drainpipe(108) having discharging valve is connected to discharge light specific weight pollutant which is separated from water molecule by aeration at the upper side of smaller space(103). [220] If pump(104) is operated in this structure, water in wider space(102) is absorbed by pump(104) and discharged into smaller space(103) through discharge pipe(105), which naturally generates aeration, so that material friction process and material aeration process are occurred. [221] Therefore, pollutant molecules will be decomposed to smaller corpuscles, which induces pollutants floating to the upper layer, and clean water is moved from smaller space to wider space by pump, which makes the same water level. [222] Clean water is always incoming to wider space(102) owing to this process, which is advantageous for fishes, while smaller space(103) continuously produces clean water and supplies to wide space(102). [223] Moreover, water purification process is continuously carried out by pump(104) operation, so that additional cleaning process is not needed in fishery(lOO).
[224] However, reduction of water is caused owing to evaporation of water in fishery(lOO) and water leakage during removing pollutants in smaller space(103), wate r should be regularity supplied.
[225] For this problem, water supply pipe(107) is located at the upper side of wider space(103) in fishery(lOO) for # 9 execution example, and drainpipe(108) is connected to smaller space(103), which water is supplied to fishery(lOO) with opening discharging valve of drainpipe, and circulated by operation of pump(104). Pump operation also induces material friction process and material aeration process which purifies water. Water containing pollutants can be received by installation of additional connecting drain pipe or collecting container at the lower side of drainpipe(108), which is not shown in a figure.
[226] Water supply process or discharge process can be randomly carried out for a short period in case the amount of water in fishery (100) is reduced.
[227]
[228] [# 10 execution example]
[229] Fig. 10 indicates side section drawing of water purification equipment in accordance with #6 execution example of the invention herein.
[230] Water purification process in # 9 execution example is applied for a larger scaled facilities such as swimming pool, fish farm, lake, aquarium, etc in # 10 execution example, water reservoir structure(600) in accordance with # 10 execution example of the invention herein can be artificial or natural structure, Small separation space(603) is installed through partitions(601) at one side of reservoir space(602) at this water reservoir structure(600), and the end of discharge pipe(605) is located in the lower part of separation space(603) penetrating from the upper part of separation space(603) to separation space(603). Partitions(601) have a gap from water reservoir structure(600) floor to connect between reservoir space(602) and separation space(603).
[231] At this moment, in case water reservoir structure(600) is a rectangular shaped artificial structure, small triangle separation space can be made with partitioning one side of the corners, and the shape of separation is not restricted.
[232] Moreover, pump(604) can be possibly located in reservoir space(602), and the end of connected discharge pipe(605) can be submerged in reservoir space(602) while the other end can be located at the upper part of separation space(603).
[233] Also, water supply pipe(606) is located at the upper part of reservoir space(602) to supply new water into reservoir space(602), and drainpipe(607) is connected to the upper side of separation space(603) to discharge light specific weight pollutants separated from water molecules by aeration. [234] If pump(604) is operated in this frame, water in reservoir space(602) is absorbed by pump(604), and discharged in separation space(603) after moving along discharge pipe(605) for natural aeration, which induces material friction process and material aeration process.
[235] This material friction process and material aeration process decomposes pollutant molecules contained in polluted water, which a part of pollutants is floated or naturally removed while heavy specific weight clean water is moved back to reservoir space(602) through the lower part by pump(604) operation.
[236] In accordance with this process, only clean water is incoming to reservoir space(602) of water reservoir structure(600), so that it continuously provides clean water to reservoir space(602) with water purification process by steady material friction process and material aeration process at separation space(603).
[237] Moreover, water quality purification process filled in water reservoir structure(600) is continuously carried out with water circulation, so that water reservoir structures(600) such as swimming pool, fish farm, lake, aquarium, etc can keep clean water status without additional cleaning
[238] However, amount of water is reduced during pumping process in water reservoir structure(600) and pollutants removing process in separation space(603), it is recommended to periodically fill water into water reservoir structure(600), and remove pollutants located at the upper part of separation space(603).
[239] In # 10 execution example, water supply pipe(606) is located at the upper part of reservoir space(602) and drainpipe(607) is connected, which fills water through water supply pipe(606). If pump(604) is operated, water is discharged into separation space(603) from reservoir space(602), which induces material friction process and material aeration process, so that pollutants molecule is separated from water. Heavy specific weight clean water is located at the lower side of separation space(603), and coming into reservoir space(602) through lower part of partitions(601), which upper part of separation space(603) is filled with water since water is supplied through water supply pipe(606).
[240] Therefore, if water is filled to drainpipe(607) when drainpipe(607) is opened, upper layer water containing pollutants of separation space(603) is discharged, which induces removing of pollutants without additional cleaning work.
[241] Water supply through water supply pipe(606) can be periodically carried out in case water in water reservoir structures(600) such as swimming pool, fish farm, lake, aquarium, etc is reduced.
[242]
[243] [# 11 execution example]
[244] Fig. 18 indicates front section drawing of the top section part of water purification equipment in accordance with #7 execution example of the invention herein.
[245] # 11 execution example aims for more effective purification process than # 101 execution example. Water reservoir structure(βOO') in # 11 execution example is artificial or natural structure like # 10 execution example, and the same number of separation spaces(603') to a number of partitions (601') with uniform distance a made. Discharge pipe(605') having pump is connected to reservoir space(602'), which its end is coming from the upper part to the inside of the last separation space(603'), and located in the first separation space(603'), and each partition(601') has gap from water reservoir structure(βOO') floor to connect reservoir space(602') and separation space(603'). The height of both walls between each partition(601') is made lower than other parts, so that upper layer water can overflow.
[246] At this moment, in case water reservoir structure(βOO') is rectangular artificial structure, separation space(603') can be made with each partitions(601'), and water supply pipe(606') is located at the upper part of reservoir space(602') for new water supply in reservoir space(602').
[247] Pump(604') is operated in this frame, water in reservoir space(602') is absorbed by pump, which is moved through discharge pipe(605') and discharged into the last separation space(603') with generating aeration, which induces material friction process and material aeration process.
[248] Pollutant molecules are decomposed to small corpuscles through material friction process and material aeration process, which induces a part of pollutants floated or naturally removed.
[249] From the process above, upper layer water containing pollutants located at the upper part of separation space is naturally discharged through discharging part(608') which is lower than other parts, and relatively light specific weight clean water is incoming to the next step separation space(603') through the lower part of partitions(601') while pollutant is discharged out through discharging part(608'), which keeps the same level of water in reservoir.
[250] In other words, pollutants contained in polluted water supplied through discharge pipe(605') can be gradually decomposed and discharged out through discharging part(608'), which induces water purification.
[251] In accordance with the process above, only clean water can be incoming to reservoir space(602') in water reservoir structure(βOO') through material friction process and material aeration process.
[252] Moreover, water quality purification process filled in water reservoir structure(βOO') such as swimming pool, fish farm, lake, aquarium, etc is continuously carried out with water circulation, so that it will be able to kept clean without cleaning process all the times. [253] However, since water in water reservoir structure(βOO') can be evaporated during pumping process, periodic water supply is needed to water reservoir structure(600').
[254] Water supply pipe(606') is located at the upper side of reservoir space(602') in #
1 lexecution example, so that is pump(604') is operated with supplying water through water supply pipe(606'), water in reservoir space(602') is discharged into the last separation space(603'), and pollutants molecule is separated from water molecule by material friction process and material aeration process. At the same time, heavy specific weight clean water passes through the lower part of partitions (601') and moves to the next separation space(603') continuously with incoming of clean water into reservoir space(602'), and upper layer water containing pollutants is automatically discharged. That is why it is able to keep clean status with keeping water level of reservoir structure(βOO') stable.
[255] Moreover, multi-level pollutants decomposition process is made than # 10 execution example, more detailed pollutants separation effect is achieved, and it is comfortable in operation since upper layer water containing pollutants can be naturally discharged without additional drainpipe.
[256]
[257] [# 12 execution example]
[258] Fig. 20 indicates skew drawing of water reservoir tank in accordance with #12 execution example of the invention herein, and Fig. 21 indicates section drawing of water reservoir tank in accordance with #12 execution example.
[259] # 12 execution example aims to keep water condition in reservoir tank without cleaning work. The same number of separation spaces(703) to the number of partitions(701) are installed at the side of reservoir space(702), and the end of water supply pipe(706) comes into the upper side of the last separation space(703) within separation spaces(703) to locate in the lower part of the last separation space(703). Each partitions(701) is installed with a distance from the floor of reservoir tank(700) to pass through between reservoir space(702) and separation space(703), and discharge pipe(705) having discharge valve(705a) at the lower opposite side of water supply location. Both walls of discharge part(708) between each partition(701) is made lower than other parts.
[260] At this moment, it is recommended to for separation space relatively smaller than the whole size of reservoir tank(700).
[261] If discharge valve(705a) of discharge pipe(705) is closed at this state, and water is discharged into the last separation space(703), aeration is naturally generated, so that pollutants are separated from the water owing to material friction process and material aeration process.
[262] Due to material friction process and material aeration process, pollutant molecule structure is decomposed to small corpuscles, so that a part of pollutants is floated, and some part of pollutants is naturally removed. [263] At this stage, upper layer water containing pollutants in separation space(703) is naturally discharged through discharge part(708) which is lower than other parts, and heavy specific weight clean water is incoming to the next separation space(703) through the lower part of partitions(701). As long as this process is continued, clean water without pollutants is moved to reservoir space(702) through the lower part of partitions(701) and become stable. [264] In other words, pollutants contained in water supplied through water supply pipe(706) is separated through several levels of separation space(703), so that, purified. [265] If 100% water based on weight is filled, around 80-80% of water is filled in reservoir tank(700), however, it will be advantageous since it does not need cleaning work. [266] Moreover, cover is not shown in a drawing, it is obvious that reservoir tank(700) needs a cover. [267]
[268] [# 13 execution example]
[269] Fig. 22 indicates plane drawing of water lake in accordance with #13 execution example of the invention herein. [270] # 13 execution example aims to purify the water kept in reservoir space or lake using water purification principle. Partitions (200) are built through water incoming direction to divide lake into two in vertical direction, and 2-layer partition wall(200) with outlet(201) is installed with a certain distance. A number of discharge pipes(210) having pump(211) are installed at each partition wall(200). [271] At this moment, the height of partition wall can be higher or lower than lake, so that discharge part of discharge pipe(210) can be higher or lower than water level, however, the lower part of discharge pipe(210) is recommended to located at the bottom of lake, and the upper part should be higher than the lower part. [272] Moreover, underwater pump is recommended, and location of discharge pipe(21) is not restricted. The size of outlet(201) installed at partition wall (200) should be big enough to inlet water between each partition wall(200) faster than the amount of pumping.
[273] # 13 execution example carries out following process,
[274] Pollution of river or lake is carried out by pollution source, combination of organic materials, phosphorus, nitrogen included in rain, and materials made by material grouping process, etc. [275] Especially, river water is kept in underwater damn or lake, the degree of pollution becomes higher. [276] Therefore, # 13 execution example aims to purify water kept in reservoir space or lake. Aeration is generated when water located in the bottom of partition wall(200) is pumped to reservoir space, and pollutants and water molecules are separated by material friction process, which gradually removes pollutants from lake water. More clean water is located at the lower part of lake owing to heavy specific weight, and this is continuously supplied to the space between each partition wall(200) by outlet(201), so that water in lake becomes gradually purified.
[277] In other words, aeration is induced in # 13 execution example with continually pumping and circulating reservoir space or lake water. Since operation time of pump*211) differs along the degree of pollution in reservoir space or lake, operation pattern of pump(211) is not restricted.
[278] Moreover, if it more advantageous to have smaller distance between each partition wall(200), but it varies along reservoir capacity of reservoir space or lake, so that the distance is not restricted, and the size of outlet(201) is not also restricted. A number of discharge pipe(210) and pump(211) also differs along the capacity of discharge pipe(210)D pump(211), it is not restricted.
[279] The material of partition wall(200) can be concrete or block, so that its construction method is not restricted either.
[280]
[281] [# 14 execution example]
[282] Fig. 24 indicates plane drawing of lake in accordance with #14 execution example of the invention herein.
[283] # 14 execution example aims to prevent water pollution with allowing only clean water into lake. More than one partition wall(300) having outlet(301) is built at the lower part of water inlet part with vertical direction to water inlet direction, and sluice(310) is installed at the front section of lake at water inlet direction of partition wall(300) located at the top. Sediment sludge collecting basket(320) is installed at the lower side of each partition wall(200).
[284] Various type of sluice(310) such as winch type, turning type, rotating type, etc, can be made for the invention herein, and unit sluice can be connected each other through the front side.
[285] Moreover, the distance between each partition wall(300) is not specifically restricted since it can be changed along the size of inlet water quantity and reservoir space or lake.
[286] Around 3-5 partition walls(300) is suitable, but not restricted, and outlet(301) is recommended to locate with a certain distance from the lower part not to proceed foreign material owing to each partition wall(300). which has zigzag shaped with different heights along the location of partition walls (300). [287] If sluice(310) is opened with this frame, water from upstream is incoming, which is clean and polluted river water combined. If river water is crashed at the top of partition wall(300), water quality becomes purified owing to material separation process. [288] Moreover, Light specific weight pollutants separated from water moves to the upper part of partition wall(300) because of gravity, while heavy specific weight clean water moves to the lower direction through outlet, which indicates natural water purification process. [289] Moreover, during the process of passing through outlet(301) of each partition wall(300), Aeration is generated by natural water purification process such as material separation process, material pushing process, material floating process, material cutting-in process, material friction process, etc, which induces material friction process, so that water quality is naturally purified. [290] Zigzag shaped outlet(301) with different height also activates water purification process. [291] Therefore, water pollution in lake is prevented since water is coming into lake after fully purified through each partition wall(300). [292] However, foreign materials are combined to bigger materials and accumulated at the bottom, and moved with water, which is accumulated at the lower part of partition wall(300) when it meets partition wall(300). [293] Of course, a part of foreign material can be discharged with water through outlet(301), most foreign material is settled in the floor between partition walls(300) owing to its heavy specific weight. [294] Moreover, sediment sludge accumulated at exterior of partition wall(300) can be periodically removed, and it can be removed by lifting sediment sludge collecting basket(320) installed between each partition wall(300). [295] Meanwhile, amount of water incoming to reservoir space or lake varies along rainfall, sluice(31) should be opened along water level or pressure for efficient water purification process, and especially during flood or torrential rain, it should be opened the maximum. In case of dredging of foreign materials accumulated at the floor of partition wall(300), sluice(310) is closed. [296] Therefore, unlike # 13execution example, # 14 execution example purifies water with natural water flow by gravity, and foreign material such as wood, soil, sand, etc, can be easily removed since it is accumulated at the floor of the last partition wall(300). [297] Moreover, the material of partition wall(300) can be concrete or block, so that its construction method is not restricted either. [298] [299] [# 15 execution example] [300] Fig. 26 indicates plane drawing of lake in accordance with #15 execution example of the invention herein
[301] # 15 execution example is a hybrid of # 13 execution example and # 14 execution example, which multi-level vertical partition to water incoming direction walls(300) are built at upstream of lake as it is shown in # 12execution example, and dual vertical direction partition wall(200) is built between the center of partition wall(300) and bank as it is shown in # 11 execution example.
[302] Moreover, not shown in a Fig., zigzag shaped different height outlet(301) is installed at the lower part of partition wall(300) with sluice(310) to open outlet(301) of top partition wall(300), and sediment sludge collecting basket(320) is installed between horizontal direction partition wall(300). Outlet(201) is also installed at the lower part of vertical partition wall(300), and a number of discharge pipes(210) having pump(211) are installed at each vertical direction partition wall(200) to located at reservoir space side.
[303] Therefore, it is able to be advantageous shown in # 13 execution example and # 14 execution example. If water is inlet, it passes through each outlet(301), and water is purified with aeration by natural water purification processes such as material pushing process, material floating process, material cutting-in process, material friction process. Since outlet of each horizontal direction partition wall(300) is zigzag shaped with different height for water flow, water purification process becomes much more activated, so that clean water can be incoming to lake.
[304] Moreover, water passed through horizontal direction partition wall(300) is filled at reservoir space of lake made by banks, it is obvious that if water is kept in a certain place, it will accelerate water pollution since it creates sediment sludge.
[305] In # 15 execution example, double vertical direction partition wall(200) is installed between the center of bottom horizontal direction partition wall(300) and center of bank, outlet(201), and outlet is installed at the lower side of vertical direction partition wall(200). Since a number of discharge pipe(210) is installed at each vertical direction partition wall(200), which pumps water between each vertical direction partition wall(200), if pump is operated, water near floor is pumped and discharged to reservoir space side, aeration is generated, which causes material friction process. It gradually purifies water pollutants, and clean water is induced to be located in the lower part owing to its heavy specific weight. It will be, again, incoming into space between each vertical direction partition wall(200) through outlet(201), and repetition of this process will gradually purify water quality in lake.
[306] In other words, # 15 execution example prevents polluted water incoming into lake by purifying the water during incoming process to lake, and also continuously purifies water in lake, it is more effective than # 13 execution example and # 14 execution example.
[307] Moreover, not shown in details, incoming water quantity is controlled by sluice(310) installed at horizontal direction partition wall, and sediment sludge is periodically removed by lifting sediment sludge collecting basket(320).
[308] Moreover, # 13 execution example and # 15 execution example can be applied to any place which keeps water, such as swimming pool, public bath, fishing farm, lake, etc, as well as river reservoir space or lake, it is obvious that water purification in a certain space using water purification principle herein is parted in the right of invention herein.
[309]
[310] [# 16 execution example]
[311] Fig. 27 indicates side section drawing of salt water purifier in accordance with #16 execution example of the invention herein.# 16 execution example aims to purify salt water using equipment in # 1 execution example or # 8 execution example, Prepare mixing tank(400) connected to water supply pipe(62), insert salt and water with a portion of 1 : 2 ~ 5 in mixing tank(400), and continuously supply salt water into purification tank(lθ) through water supply pipe(62) after salt is fully resolved.
[312] Open outlet(l l) of purification tank(lθ) to discharge salt water in purification tank(lθ) into water tank(50).
[313] Pollutants in water and salt are contained in salt water supplied to purification tank(lθ), and aeration is generated, which induces light specific weight pollutants are located at the upper layer, and heavy specific weight pure salt water is located in the lower part of purification tank. Therefore, pure salt water only passes through outlet(21), so that material acceleration process, material cutting-in phenomenon, material emancipation process, material floating process are naturally generated, which induces salt water without pollutants, and pollutants at the upper layer of purification tank(lθ) are decomposed to small corpuscles by artificial aeration, which induces water purification of salt water.
[314] Pure salt water passed through outlet(l 1) is contained in water tank(50), and it can be applied as salt water or salt after evaporation process.
[315] Salt has been refined by minute film, which is highly expensive owing to its equipments and complicate process and disadvantageous because of removal of mineral elements. However, # 16 execution example simply purifies salt water with simple equipments, it is cost effective with achieving pure salt or salt water without damaging mineral components.
[316] Filter(70) is equipped in the space between each partition(20) in Fig. 27, however, it is not necessary. An equipment which generates aeration or propeller can be installed between partitions (20), and distance between partitions(20) can be controlled, so that it can be also applied to # 16 execution example.
[317]
[318] [# 17 execution example]
[319] Fig. 28 indicates skew drawing of purification tank in accordance with #17 execution example of the invention herein, and Fig. 29 indicates side section drawing of salt water purifier and saltpan in accordance with #17 execution example.
[320] # 17 execution example aims to achieve more clean salt with refining sea water or pure water without salt. Install partitions(20) having outlet(21) with the same distance at the lower part in sloped floor purification tank(lθ), and place control plate(30) at the front part of outlet(l 1). Connect front part of piston load(42) of operation cylinder(41) fixed at purification tank(lθ) at the upper part of control plate(l 1), and supply sea water through water supply pipe(62) which is located at the opposite side of lower part of outlet. Place filters(70) and propellers(80) for aeration between purification tank(lθ) and partitions (20) or between partitions (20), and place salt farm at the lower part of outlet(l l).
[321] At this moment, install supporting plate(16) taking upper layer water including pollutants discharged from purification tank(lθ) through discharge pipe(15) and waterway(17) which passes water from supporting plate(16) at the outer-lower part of purification tank(lθ).
[322] If sea water is continuously supplied through water supply pipe(62) and discharged through outlet(l 1) with running propeller(80), and material aeration process by aeration is generated at the space between purification tank(lθ) and partitions(20) or between partitions (20), which induces light specific weight sea water molecule is floated, and heavy specific weight sea water moving to the lower part of each space in purification tank(lθ)
[323] In other words, floating materials including pollutants molecule, pure water and sea water are located from the upper part which are separated from sea water by material aeration process in accordance with propeller operation in purification tank(lθ), which induces to discharge purified sea water through outlet(l 1) to outside at the end.
[324] If discharge pipe(15) located at the upper part of purification tank(lθ) is opened through discharge pipe(15), water located at the upper part of each space is discharged, pure water separated from sea water located at the upper part is discharged to supporting plate(16) which is moved to disposal place through water way(17).
[325] Moreover, purified sea water discharged from purification tank(lθ) can be moved to the sea, however, in # 15 execution example, it is incoming to salt farm(500) which enables to achieve pure salt. Since sea water itself is already purified from purification tank(lθ), salt can be directly applied for food without refinement process.
[326] Meanwhile, large scaled foreign materials contained in seawater is filtered by filters(70) during passing through outlet, and these filters(70) can be periodically cleaned and re-installed.
[327] Moreover, If each propeller(80) and pump are operated with supplying sea water through water supply pipe(62) without installing outlet(l 1) in the lower part of purification tank(lθ), sea water is naturally moved to discharge part owing to absorption strength of pump, which indicates forcible sea water circulation and purification and pollutants discharge.
[328] A number of propeller can differ from the size of space, so that it is not restricted, and also operation time or pattern of propeller(80) can vary from the degree of sea water, so, it is not specifically restricted.
[329]
[330] [# 18 execution example]
[331] Fig. 30 indicates skew drawing of purification tank in accordance with #18 execution example of the invention herein, Fig. 31 indicates exemplification drawing of an equipment which separates clean water from sea water in accordance with #18 execution example.
[332] # 17 execution example aims to achieve pure water without salt from sea water with purification. Install partitions(20) having outlet(21) with the same distance at the lower part in sloped floor purification tank(lθ), and place control plate(30) at the front part of outlet(l 1). Connect front part of piston load(42) of operation cylinder(41) fixed at purification tank(lθ) at the upper part of control plate(l 1), and supply sea water through water supply pipe(62) which is located at the opposite side of lower part of outlet. Place filters(70) and propellers(80) for aeration between purification tank(lθ) and partitions(20) or between partitions(20), and place salt farm(500) at the lower part of outlet(l l).
[333] Install sloped supporting plate(16) to collect water discharged from each discharge pipe(15a)(15b)(15c) at the lower part of purification tank(lθ).
[334] Different type of aeration device instead of propeller(80) can be installed, and filter(70) can be installed or removed either.
[335] Moreover, at least 2-20 purification tank(lθ) is installed, water supply pipe(62) is connected to supply water from supporting plate(16) to other purification tanks(lθ) between each purification tank(lθ), and water way conduit(18) for pure water transportation is installed at lower supporting plate(16) of the last purification tank(lθ).
[336] With this structure, if sea water is continuously supplied into purification tank(lθ) through water supply pipe(62) with operation of each propeller(80), so that material aeration process is generated, which induces heavy specific sunk to the lower part and light specific weight pollutants floated to the top in purification tank(lθ).
[337] Purified sea water discharged from purification tank(lθ) can be moved to the sea or supplied to salt farm, and pollutant molecules located at the top of each space in purification tank(lθ) is discharged through the top discharge pipe(15a) within discharge pipe(15a)(15b)(15c), and disposed in disposal plant, and partly purified seawater is collected at the second or third supporting plate(16) within discharge pipe(15a)(15b)(15c), and supplied to a different purification tank(lθ).
[338] Since more than 2-10 purification tanks(lθ) are sequentially installed in # 18 execution example with 2-10 times of water purification process in this structure, it is able to achieve pure water without salt at the end.
[339] Since the size and number of installation of purification tank(lθ) can vary along the number of users and size of equipment, the shape and number of installation of purification tank(lθ) is not specifically restricted.
[340] Moreover, the location and number of water supply pipe(62) can vary along the amount, concentration of sea water, size of purification tank, and a number and distance of discharge pipe(15a)(15b)(15c) installed at purification tank(lθ), shown in 3-levels, can vary along the size of purification tank(lθ), pollution degree of sea water, concentration of sea water, etc, so that installation location, number and distance of water supply pipe(62) and discharge pipe are not specifically restricted.
[341]
[342] [# 19 execution example]
[343] Fig. 32 indicates side section drawing of sea water purifier in accordance with #98 execution example of the invention herein.
[344] # 19 execution example aims to achieve pure water with input fresh water or sea water. As it is shown in drawings, separating space(802) is installed between partitions(801) in uniform distance in box shaped purification tank(800), and install hitting device(800) made by a number of propeller on rotating axis at separating space(802). Water supply pipe(804) is located in the lower side of the last separating space(802) from the upper side, discharge pipe(805) connected to discharge valve(805a) is installed to discharge 10~95wt% of fresh water or sea water input through water supply pipe(804) in the lower side of opposite separating space(802).
[345] Moreover, both walls of each partition in purification tank(800) is made lower than the height of partitions(801), which overflows fresh water or sea water containing salt and pollutants.
[346] 100% fresh water or sea water is always supplied to purification tank(800) having multi-layer partitions(801) through water supply pipe(804), and it is hit by hitting device(803) located in separating space(802).
[347] In accordance with natural material separation process through hitting process, molecules including salt, pollutant, etc, are separated, which heavy specific weight clean water is sunk to the lower part of purification tank(800), while light specific weight pollutant is floated to the upper part of purification tank(800). Fresh water or sea water is continuously supplied to forcibly activate material cutting-in process.
[348] Through the process above, heavy specific weight pure water molecules are moving to the next partitions(801) space by material cutting-in process, material pushing process, gravity and buoyancy, while light specific weight molecules, salt and pollutants, is pushed up by pollutant liquid molecules or salty liquid molecules, and discharged to outside through discharge part(806). With a number of repetition of the process, fresh water is incoming to the river of sewage disposal plant, and sea water including salty liquid molecule is returned to the sea again.
[349] Liquid having pure water molecule coming through partitions(801) is discharged and collected through discharge pipe(805), and it is applied for drinking water, industrial water or agricultural water.
[350] Moreover, since sloped structure of purification tank(800) in # 19 execution example can achieve the same effect of the invention herein, it is also included in the right of the invention herein. Also, the structure of hitting device(803) can be also varied, so that its modification should be included in the right of this invention either.
[351] Passage rate of sea water incoming through water supply pipe(804) and shape of water supply pipe(804) can be varied, so that modification of the size and passing rate of discharge pipe(805) discharged through partitions(801) of purification tank(800) is parted in the right of the invention herein.
[352]
[353] [# 20 execution example]
[354] Fig. 33 indicates side section drawing of fresh or sea water purifier equipment in accordance with #20 execution example of the invention herein
[355] # 20 execution example aims to use organic extracted from fresh water or sea water incoming from purification tank(900) to energy source. As it is shown in # 19 execution example, separating space(902) is installed between partitions(901) in uniform distance in box shaped purification tank(900), and install hitting device(903) made by a number of propeller on rotating axis at separating space(902). Both walls of each partition(901) in separating space are made higher than each partition(901), and discharge part(906) is made to overflow organic materials generated by material aeration process, material cutting-in process and effect of specific weight and gravity out of tank(900). Collecting container(907) is installed for upper layer water including organic material coming through discharge part(906) at the lower part of purification tank(900), and water supply pipe(904) supplying fresh water or sea water is located in the lower side of the last separating space(902). Discharge pipe(905) having discharge valve(905a) is installed at the lower side of separating space(902) opposite side of water supply pipe(904) to discharge purified water through purification tank(900). [356] Liquid made by the mixture of river water including pollutants and organic materials, lake water, water from sewage disposal plant, water refined at filtration plant, waste water of plant, sewage from residential area, fresh water from waste disposal plant, leachate of mine and sea water including pollutant molecules and organic materials, or mixture of fresh water and sea water is continuously supplied, and hit by hitting device located at separating space(902).
[357] Along hitting process, pollutants molecule or sea water molecule, pollutants molecule and salt molecule connected to pure water molecule are separated by material separation process, light specific weight pollutants or salt liquid molecules are moving to the upper side, while heavy specific weight pure water is coming down to the lower part of purification tank(900), which is moving to the next separating space(902) in purification tank. Liquid is continuously supplied to activate material cutting-in process above.
[358] Liquid is continuously supplied to enable the process repetitively carried out.
[359] Moreover, in accordance with the method which discharges 95wt% ~ 99.999wt% of the whole supplied water, control discharge valve(905a) to overflow 0.001wt% ~ 5wt% of liquid out of purification tank(900) through both side discharge part(906) in separating space(902), and collect upper layer water including organic material and pollutants by collecting container(907).
[360] Organic material, pollutants or upper layer water contained in collecting container(907) are applied by energy with extracting organic material only by the effect of gravity and buoyancy, or mixing with petroleum or other energy sources.
[361]
[362] [# 21 execution example]
[363] Fig. 34 indicates skew drawing of an equipment which separates polluted water in accordance with #21 execution example of the invention herein, and Fig. 35 indicates side section drawing of an equipment which purifies polluted water in accordance with #21 execution example.
[364] # 21 execution example aims to purify sea water containing oil leaked from oil tanker accident so that oil is leaked to the sea. Floor sloped purification tank(lOOO) is installed, partitions(1002) which has outlet(lθθl) is installed with the same distance at the lower side of purification tank(lOOO), and separation space(1003) made between partitions(1002) or between purification tank(lOOO) and partitions (1002). The height of first and last partitions(1002) should be the same while others are lower than them, so that fresh water or sea water filled in each separation space(1003) overflows and comes to the next separation space(1003), and collecting container(1005) having foreign material discharge pipe(1004) is installed. Inlet(1006) passing through collecting container(1005) is made at the upper part of downstream separation space(1003), and water discharge pipe(1007) for clean water only is connected to the bottom of purification tank(lOOO) which has a cover.
[365] Moreover, water supply pipe(1008) for supplying sea water containing oil, normal sea water and fresh water is located to the lower part of top separation space(1003), and water supply pipe(1008) is connected to pump(1009).
[366] Although it is not shown in a figure, filter for foreign materials, aeration device, propeller, etc, can be placed at each separation space(1003).
[367] If normal fresh water, normal sea water or, oil contained sea water is pumped to purification tank(lOOO), fresh water or sea water is incoming to separation space(1003), and clean water made by the difference of specific weight is sequentially coming to another separation space(1003) through outlet(lθθl). Since water is coming out after purification caused by material acceleration process, material cutting-in phenomenon, material emancipation process and material floating process, which becomes pure sea water without pollutants or oil, and pollutants and oil component is to be located at the upper part of separation space(1003), and collected at collecting container(1005) through inlet( 1006).
[368] At this moment, since the height of upper part of upstream partitions(1002) has the same height to side walls, initially supplied water does not overflow partitions (1002), but comes through outlet(lθθl) located at the lower part of partitions (1002), and comes into the next separation space(1003). Material acceleration process, material cutting-in phenomenon, material emancipation process, material floating process are more activated in this process, so that foreign material or oil component can be clearly separated from pure fresh water or sea water.
[369] Moreover, around 70~99wt% clean water comparing to initial polluted water can be purified, and fresh water or sea water discharged through water discharge pipe(1007) can be discharged to river, lake or sea. Pollutants or oil components collected from polluted sea water can be applied as a fuel after recycling or refinery process.
[370] Since the upper part of purification tank(lOOO) is sealed by cover(lθlθ), which prevents fresh water or sea water overflowing to outside of purification tank(lOOO), so that surrounding of purification tank(lOOO) can be kept clean without water loss, which upgrades efficiency of purification.
[371] This water purification equipment can be applied at polluted area, ground area, oil leaked sea with fast purification process. Moreover, foreign material separated from polluted river or lake, or oil leaked sea can be recycled for fuel.
[372] Moreover, this equipment runs with continuous supply and discharge of fresh water or sea water with separating foreign material, if the size of purification tank(lOOO) is big with a large amount of water supply, it will be comfortably and quickly purify oil leak or pollution regardless of the size of area. [373]
[374] [# 22 execution example]
[375] Fig. 36 indicates section drawing of an equipment which purifies oil-tamed stone, soil, sand in accordance with #22 execution example of the invention herein
[376] # 22 execution example aims for purification of oil stained stone, soil, sand around sea polluted by oil leak from oil tanker. It is organized by oil removal container(200) which removes oil component from stone, soil, sand with supplying oil stained stone, soil, sand, and oily water separating container(300) which separates oil component and water with supplying oil component containing water produced from oil removal container(200).
[377] Oil removal container(200) is consisted of internal container(1210) containing oil stained stone, soil, sand, which has a number of propeller(1221) installed from up to down direction, connected to water supply pipe(1222), main container(1220) separating oil component from oil stained stone, soil, sand contained in internal container(1210), and external container(1230) which discharges oil containing water overflowed from main container (220). A structure including purification tank(lOOO) in accordance with # 1 execution example can be applied to oily water separating container(1300), and any type of oily water separating container can be applied if it is able to perfectly separate oil and water in accordance with the difference of specific weight, oily water separating container(1300) applied in # 2 execution example is applied in # 21 execution example, so that no additional explanation is given herein.
[378] Water discharge pipe(1223) for clean water discharge is connected to the lower part of main container(1220), and oily water discharge pipe(231) discharging oil containing water to purification tank(lOOO) of oily water separating container(1300) is connected to the lower part of external container(1230).
[379] With this structure, internal container(1210) of oil removal container(1200) containing oil stained stone, soil, sand is put to main container (1220), and if it is mixed by propeller(1221), oil component can be separated from stone, soil and sand.
[380] Oil component separated from stone, soil, sand is to be located at the upper part of main container(1220) owing to light specific weight while heavy specific weight clean water is located at the lower part. If more water is supplied through water supply pipe(1222), oil component located at the upper part is overflowing main container(1220) and incoming to external container(1230), and it is incoming to oily water separating container(1300) through oily water discharge pipe(1231).
[381] Since the end of oily water discharge pipe(1231) is located at the lower part of top separation space(1003) in oily water separating container(1300), sea water is incoming to the lower part of top separation space(1003) of oily water separating container(1300), which induces clean sea water incoming to vicinity separation space(1003), so that final sea water coming out from water discharge pipe(1007) is to be pure sea water without oil component owing to natural occurrence of material acceleration process, material cutting-in phenomenon, material emancipation process, material floating process. Oil components located at the upper part of separation space(1003) is incoming to collecting container(1005), and recycled to fuel after refinement process.
[382] Meanwhile, clean water in main container(1220) after fully removing oil component from stone, soil, sand is sent to the sea again, and stone, soil, sand can be placed to the original location.
[383] In other words, # 22 execution example enables to completely purify oil stained stone, soil, sand caused by oil leakage of tanker, and oil component separated from stone, soil, sand can be recycled.
[384] At this moment, a number of propeller(1221) is changed along the size of oil removal container(1200), and operation pattern also varies along the amount of oil component on stone, soil, sand, so that its operation pattern is not specified either.
[385] Moreover, any type of refinement equipment can be applied if it is able to extract oil component from oil containing water, and remove foreign materials in oil.
[386]
[387] [# 23 execution example]
[388] Fig. 37 indicates deal drawing of oil-removing equipment in accordance with #23 execution example of the invention herein, and Fig. 38 indicates skew drawing at traction status by a boat in accordance with #23 execution example.
[389] # 23 execution example aims to remove oil floated on the sea on the spot. Insert zigzag shaped water absorption pipe(l 110) having a large number of water absorption hole(l 111) into filter material(l 120) made by porous foaming plastics, fabric, non woven fabric and cotton, and install oil removing device(l 100) with fixing net frame(l 130) by string(l 140) with fixing net frame(l 130) upward and downward of filter material(l 120). Make a loop(l 121) and connect pulling wire(l 150) at both side of filter material(l 120) of oil removing device (1100), and pulling wire is fixed at stern of boat(l 160) to pull oil removing device(l 100) by boat. The end of water absorption pipe(l 110) is connected to a pump(l 170) attached at a boat.
[390] Moreover, purification tank applied at # 21 execution example or # 22 execution example is placed, and discharge pipe of pump(l 170) is located in purification tank to remove a small amount of oil component absorbed through pump.
[391] At this stage, float- feed(l 180) like styrofoam is prepared in the middle of filter material(l 120) beside water absorption pipe, so that oil removing device(l 100) is floated on the sea water.
[392] Moreover, it is recommended to allow smooth sea water incoming with forming closed end of filter material of water absorption pipe(l 110), and acetate fibre(l 112) is recommended in the middle of water absorption pipe(l 110) for non-intervention of water absorption pipe(l 110) when oil removing device(l 100) is pulled by a boat(1160).
[393] If oil removing device(l 100) is floated on the sea with being connected to boat stern by pulling wire(l 150), oil removing device(l 100) is to be floated on the sea by float-feed(1180).
[394] Pump(l 170) is operated with moving the boat to oil polluted sea, and oil component is absorbed to filter material(l 120). Oil component contained in sea water is filtered by porous foaming plastic filter material(l 120) while sea water is incoming to water absorption pipe(l 110), and clean sea water only is incoming to water absorption hole(l 111) of water absorption pipe(l 110), and discharged to the sea again.
[395] Moreover, net frame(l 130) like wire mash keeps a certain form without deforming filter material with passing sea water.
[396] At this stage, if one more purification process is carried out, more clean sea water can be returned to the sea, and oil component can be completely collected and recycled.
[397] If oil component is saturated in filter material(l 120), oil absorption is to be stopped.
Filter material(l 120) should be replaced at this moment, and continue the process above.
[398] Therefore, the method herein is time- wise very effective to remove oil component, and it will be able to carry out oil removal work in narrow path or reef area with using small boat.
[399] Moreover, it is advantageous since filter can be replaced on the boat, which enables quick oil removal, and also collected oil component can be recycled for fuel if oil component is separated and refined from filter material(l 120).
[400] Moreover, since porous foaming plastics, fabric, nonwoven fabric, cotton, etc, can be applied for filter material(l 120) applied in # 23 execution example if it has filtering effect, and also its size can be changed along the size of boat(l 160), it is not specifically restricted. Also, length and diameter of water absorption pipe(l 110) and diameter and number of water absorption hole(l 111) are varied along the size of boat, thickness of oil on the sea, viscosity, etc, it is not specifically restricted. Industrial Applicability
[401] The invention herein can be applied to remove pollutants or oil component from normal river water, reservoir water, sea water in salt farm, normal sea water, etc.

Claims

Claims
[ 1 ] In terms of water purification,
Downward directed purification tank is installed in water purification equipment, and partitions which outlet is installed at the lower part of purification tank. Outlet is installed at the bottom of purification tank, control plate is installed at the front of outlet, and piston load of operation cylinder fixed at purification tank is installed at the upper part of control plate. Water storing tank which has outlet is located at outlet, water supply pipe is located at the opposite-upper part of outlet at purification tank, and filter is installed at the space between purification tank and partitions or each partitions. If water is continuously supplied, light specific weight polluted water is located at the upper side of space between purification tank and partitions or between partitions, while relatively clean water is located at the lower side of space, which is discharged through outlet, so that polluted water is naturally purified or refined by partitions.
[2] In water purification method,
Zigzag shaped multi-level slope plate is fixed with downward slope at vertically long purification tank, install a number of partitions having outlet at the lower side are installed with the same distance at each slope plate, and water supply pipe is located at the upper part of purification tank. Lower space of purification tank above becomes water tank, and connect drainpipe at lower side wall of purification tank to continuously supply water through water supply pipe. If water is continuously supplied, light specific weight polluted water is located at the upper side of space between purification tank and partitions or between partitions, while relatively clean water is located at the lower side of space, which is discharged through outlet, so that polluted water is naturally purified or refined by partitions.
[3] In # 1 or 2 contents,
A method which induces material friction process by rotating propeller in space made between purification tank and partitions or between partitions; A method which makes pollutants contained in water by propeller operation, connects drainpipe and roundabout drainpipe at the side of space between purification tank and partitions or between partitions, and discharge floating materials only through drain pipe, which is generated by aeration and material friction process, so that polluted water or natural water is naturally purified or refined by partitions.
[4] In # 3 content,
A method which connects drainpipe and roundabout drainpipe at the side of space between purification tank and partitions or between partitions, connects roundabout waterway at the lower part of discharge part of drainpipe, supply water to 1/3 point of space between purification tank and partitions above, and purifies water when it overflows drainpipe, which floating materials or pollutant located at the upper layer is automatically discharged, so that polluted water or natural water is naturally purified or refined by partitions.
[5] In # 1 or 2 contents,
Install propeller downward in the middle of space between purification tank and partitions or between partitions, generate aeration by material friction process with rotating propeller, insert air nozzle connected to air compressor between purification tank and partitions or between partitions with placing discharge part at the lower side of each propeller, so that pollutants and water molecules connected to water molecule are changed to small corpuscles by air friction caused by propeller rotatory power and air generated by air compressor; A process which secures clean water heavy specific weight clean water molecules are located at the lower part owing to gravity and buoyancy effect; A process which light specific weight pollutants extracted from water by material friction process is floated to the upper side of purification tank, and overflowed out of purification tank by material pushing process; and
A process which overflowed pollutants are collected and sent to drainpipe; and A method which purifies polluted water through the process which collected pollutants are sent and processed to sewage disposal plant, so that polluted water or natural water is naturally purified or refined by partitions.
[6] In # 1 or 2 contents,
A method which connects the lower part of each partition to purification tank to enable rotation, connects the upper part of partitions to one operation pole which forward and backward tool is connected to the end, changes space volume between each partitions in accordance with forward and backward motion of forward and backward tool, changes water level along the change of space volume to generate vortex to purify pollutants from water, so that polluted water or natural water is naturally purified or refined by partitions.
[7] In # 1 or 2 contents,
A method which installs thresholds having the same thickness to each partitions at the lower part of each partition in purification tank, forms outlet by spaces with a certain distance to thresholds, connects hinge for rotation at upper side of each partition, connects upper part of each partition to one operation pole, changes space volume between each partitions in accordance with forward and backward motion of forward and backward tool, changes water level along the change of space volume to generate vortex to purify pollutants from water, so that polluted water or natural water is naturally purified or refined by partitions by vortex.
[8] In # 1 or 2 contents,
A method which forms guide at contact part of each partition in purification tank, forms outlet by spaces between lower part of partitions and floor of purification tank with inserting partitions at guide which is able to elevate, connect elevating tool at the upper part of each partition to generate vortex in accordance with the difference of water discharging speed along the change of outlet size, so that polluted water or natural water is naturally purified or refined by partitions by vortex.
[9] In # 1 or 2 contents,
A method which prepares mixing tank connected to water supply pipe, continuously supplies salt water (salt : water = 1 : 2-5) to purification tank through water supply pipe and discharges water at the same time through outlet, so that light specific weight pollutants are located at the upper part and decomposed/ removed to corpuscle, while heavy specific weight clean salt water passes through outlet, so that polluted water or natural water is naturally purified or refined.
[10] In water purification method,
Partitions of fishery is divided with different capacity, which it is formed with a certain distance from the floor to enable space pass through each other, installs pump at the lower part of wider space, installs discharge pipe which its end is connected to pump and the other end is connected to the lower part of smaller space, send water from wider space to smaller space to cause material friction process and material aeration process to separate pure water molecule and pollutants molecule while pollutants molecules are moving to the upper part of smaller space, and supplies water through drainpipe with discharging upper layer water including pollutants in smaller space, so that polluted water or natural water is naturally purified or refined using partitions.
[11] In water purification method,
A method which forms separation space through partitions at the side of reservoir space of water reservoir structures such as swimming pool, fish farm, 1 ake, aquarium, etc with a distance from the floor, locates discharge pipe having pump with placing its end in reservoir space and the other part in the lower side of separation space, places water supply pipe at the upper side of reservoir space, connects drainpipe to upper side of separation space to discharge water in reservoir space to separation space through discharge pipe to separate pure water molecule and pollutants molecule, while pure water molecule moves to reservoir space through the lower part of partitions, and pollutants molecule is moving to the upper part of separation space. Water is supplied through water supply pipe with discharging upper layer water in separation space, so that polluted water or natural water is naturally purified or refined using partitions.
[12] In # 11 content,
A method which installs a number of partitions with a certain distance with a distance from the floor, and forms the height of both walls between each partition lower than other parts to enable overflow of upper layer water, so that polluted water or natural water is naturally purified or refined using partitions.
[13] In water purification method,
A method which forms separation space between each partition installed with a certain distance at the side of reservoir space of box type reservoir tank, place the end of water supply pipe coming through the upper side of the last separation space to lower inside of the last separation space, connects discharge pipe having discharge valve at opposite lower part to pass through the lower part of reservoir space, forms lower discharge part to enable overflow of upper layer water, so that pure water molecule and pollutants molecule are separated by material friction process and material aeration process, induces pure water moving to the next separation space while pollutants is placed at the upper layer of separation space, so that polluted water or natural water is naturally purified or refined using partitions.
[14] In water purification method,
A method which builds partition wall through water inlet direction to reservoir space, vertically divides reservoir space to two parts, builds 2-layer walls with a certain distance with having outlet for the whole front side of partition wall, installs discharge pipe having pump to place reservoir space over partition walls which is located between partition walls, so that water near the floor between partition walls is pumped and discharged to reservoir space, which generates aeration and material friction process, so that pollutant components and water molecules are decomposed to small corpuscles and naturally removed, which polluted water or natural water is naturally purified or refined using partitions.
[15] In water purification method, A method which builds more than one partition wall having outlet at the lower part of reservoir space in water incoming direction, install sluice at water incoming direction of top partition wall, so that water crushing to partition wall generates material separation process, which pollutants are naturally separated from water molecules by the effect of gravity and specific weight;
Light specific weight pollutants extracted from water molecules are moved to upper part of partition wall by gravity, and heavy specific weight clean water is moved to the lower part of partition wall, which indicates water purification by natural process;
And polluted water is naturally purified owing to material friction process which is naturally occurred during the passage of outlet in partition wall;
And remove foreign material or sediment sludge accumulated at the lower part of outlet of partition wall by dredging, prepare sediment sludge collecting basket at the lower part of each partition wall to periodically remove sediment sludge, so that polluted water or natural water is naturally purified or refined using partitions.
[16] In a method which produces clean salt by purifying sea water,
Install a number of partitions having outlet with the same distance in downward sloped floor purification tank, forms outlet at the last purification tank, place control plate controlling the degree of opening at the front side of outlet, connects the end of piston load of operation cylinder fixed at purification tank at the upper part of control plate, locates water supply pipe coming from the upper side of outlet to opposite end of outlet of purification tank, place propeller for forcible aeration with placing filter at the space between partitions, forms discharge pipe to discharge upper layer water of purification tank and place salt farm at the lower part of outlet to continuously supply sea water through water supply pipe. Rotate propeller to separate water molecules along the difference of specific weight and effect of gravity, so that light specific weight pollutants are moved to the upper part of space, which is discharged, while heavy specific weight clean sea water molecules are moved to the lower part of space, which is supplied to salt farm, so that polluted sea water or natural water is naturally purified or refined using partitions and producing clean salt from sea water.
[17] For production of pure water by purifying sea water,
Install a number of partitions having outlet with the same distance in downward sloped floor purification tank, forms outlet at the last purification tank, place control plate controlling the degree of opening at the front side of outlet, connects the end of piston load of operation cylinder fixed at purification tank at the upper part of control plate, locates water supply pipe coming from the upper side of outlet to opposite end of outlet of purification tank, place propeller for forcible aeration with placing filter at the space between partitions, installs sloped supporting plate to take discharged water at the lower part of purification tank, sequentially arranges 2-1- purification tanks in accordance with the structure above, sequentially inject sea water through water supply pipe above with arranging water supply pipe which input water from supporting pipe to the upper part of different purification tank, so that pollutants are separated by material aeration process by propeller rotation, and light specific weight pollutant molecules are moving to the upper part of purification tank which is discharged out and disposed, while heavy specific weight sea water molecules are moving to the upper part of purification tank, which is sequentially discharged to salt farm. This process is continued for 2-10 times, so that the water contained in sea water is purified for industrial, agricultural or living water, so that sea water or natural water is naturally purified or refined using partitions, forms discharge pipe to discharge upper layer water of purification tank and place salt farm at the lower part of outlet to continuously supply sea water through water supply pipe.
Rotate propeller to separate water molecules along the difference of specific weight and effect of gravity, so that light specific weight pollutants are moved to the upper part of space, which is discharged, while heavy specific weight clean sea water molecules are moved to the lower part of space, which is supplied to salt farm, so that polluted sea water or natural water is naturally purified or refined using partitions and producing clean salt from sea water.
[18] A number of partitions with uniform distance are installed with a certain gap in purification tank, and forming the space between partitions to have separating space, hitting devices having a number of propeller are installed up and down side on rotating axis at each separating space, water supply pipe made to penetrate 100wt% fresh water or sea water is located in the final separating space inserted from the upper part of the final separating space, discharge pipe connected to discharging valve is installed to discharge 10~95wt% of fresh water or sea water came through water supply pipe, and discharging part is installed with lower height than each partition height;
A process which always supplies 100wt% fresh water or sea water to purification tank organized by a number of partitions through water supply pipe; A process which hits fresh water or sea water always supplied into purification tank by hitting device located at each separating space; A process which continually supplies fresh water or sea water to purification tank to forcibly cause material cutting-in process which liquid molecule and salt molecule combined to light specific weight pollutants by the effect of gravity and buoyancy moves to the upper part of purification tank, while light specific weight material is moving to the lower part, which is called as material cutting-in process; A process while heavy specific weight materials like pure water molecule is moving to the next partition area in accordance with the effect of material cutting-in process, material pushing process, gravity and buoyancy, light specific weight materials are located at the upper part of each separating space, and overflows in accordance with the effect of material pushing process, material cutting-in process, gravity and specific weight with discharging to outside through discharging part located at the upper part of side wall in purification tank, which enables fresh water including liquid molecule forming pollutants is coming into sewage disposal plant and sea water including salt liquid to the sea; A process which discharges and collects pure water molecule flowing from inside of partitions through discharge pipe installed at the final partition of purification tank;A method which naturally purifies or refines polluted water or natural water using partitions which collects pure water molecule collected through continual process above, and applies for drinking water, industrial water, living water or agricultural water.
[19] For the method which achieves energy from fresh water or sea water remained after fresh water or sea water purification,
A number of partitions are installed with uniform distance in purification tank with having separating space between each partition, and hitting device having a number of propeller is installed at up and down direction at rotating axis in each separating space;
Discharging part is formed to overflow organic materials made by effects of specific weight and gravity, material aeration process and material cutting-in p rocess out of purification tank with installing both walls of separating space of purification tank above lower than the height of partitions, and collecting container is installed to collect organic materials discharged from discharging hole or upper layer water including organic material at the lower part of purification tank;
A method which water supply pipe, supplying fresh water or sea water, is located in the lower part of the outer separating space, and discharge pipe, having discharge valve to discharge purified pure water through purification tank at the lower part of separation space located in opposite side of water supply pipe is connected;
A process which continuously supplies mixed liquid of fresh water, sea water, river water including pollutants and organic material, lake water, discharged water from water purifier, water purified at purification facility, waste water from factory, waste water from residential area, fresh water made by leached water from waste disposal site, leached water from mine, fresh water made in the land within the liquid of sea water 100wt% or sea water to react the materials each other,
A process which continuously hits supplied liquid to a number of purification tank through hitting device located at each separating space; A process which continuously supplies liquid to induce light specific weight materials such as pollutants molecule, sea water molecule, pollutants molecule or salt molecule separated from pure water by gravity and buoyancy effect to move to the upper side of purification tank, and heavy specific weight materials move to the lower side of purification tank, so that it moves to the next stage through the lower part of separating space;
A process which continuously supplies liquid to induce heavy specific weight material, generated in the process above, pure water, to move to the next partition through the lower part;
A process which continuously supplies liquid to discharge liquid for heavy specific weight materials, such as pure water, through material cutting-in process, material pushing process, gravity and buoyancy process, and for light specific weight materials such as pollutants or salt, in accordance with gravity force, specific weight effect, material cutting-in process and material pushing process;
A process which controls discharging valve to overflow 0.001wt% ~ 5wt% of water except 95wt% ~ 99.999wt% discharging pipe in the whole supplied water from purification tank through both discharging parts separated from purification tank;
A process collecting organic materials, pollutants or the upper water including pollutants contained in polluted fresh water molecules or liquid molecules forming sea water flew from purification tank through discharging control process above;
Applying collected organic material contained in collecting container, pollutants or organic materials collected at the upper side of container by gravity or buoyancy, or mixing collected oil types with extracted organic material to energy.
[20] A method which purifies general fresh water, sea water or oil leaked sea water,
Partitions with uniform distance are installed, which has outlet at the lower side inside of purifier tank, and separating space is installed between purifier tank and partition or between partitions, but the size of the first and last partitions have same size to the both walls of purifier tank, and others have lower height to the both walls of purifier tank to allow fresh or sea water flowing to the next separating space, collecting container having foreign material is installed at the lower side of purifier tank, and inlet hole connecting to collecting container is installed at the upper part of lower separating space between separating space. Water pump is connected to the lower part of top separating space to continually supply fresh water, general sea water, or oil contained sea water, and water is also continuously discharged, so that light specific weight foreign materials or oil component are floated above, and clean water is discharged through water outlet hole at the end.
[21] A method which separates oil from oil stained stone, soil and sand is as follows,
A method which installs a container which puts stone, soil or sand, a number of propellers from up to down, water supplying pipe for clean water at one side, and water outlet pipe at the lower side, main container which separates oil component from stone, soil and sand with internal container closed, oil removing container to discharge oil contained water from the main container above, partitions with uniform distance which has separated space between each partition or purifier tank and partition, also which the first and last partition has the same size to purifier tank wall and other partitions have smaller size to purifier tank, so that sea water is overflowing the partitions to transmit to the next partition, collecting container which has foreign material discharging pipe at the lower side of purifier tank, inlet hole which connects through collecting container which has water discharging pipe discharging only clean water at the lower side of purifier tank with covering the cover at the upper side of purifier tank, and water running separation tank which oily water discharging pipe connecting through external container of oil removing tank to locate at the lower side of top separated space of the purifier tank above;
A process which removes oil component from oil stained stone, soil, sand by gravity and buoyancy using the process which mixes oil stained stone, soil and sand in container with water using propeller, separates oil component, and induces to flow to external container with supplying water through water supply pipe after oil component is floated on the water;
A process which collects oil component with collecting floated oil component at each separated space owing to gravity and difference of specific weight, which overflows each partitions by continual supply of oil component contained water to top separated space of oily water separating tank above; A method which naturally purifies or refines polluted water or natural water by partitions which purifies polluted stone, soil or sand using a method which only allows clean water passing through each partition through outlet at the lower side.
[22] The methods which purify oil leaked sea are as follows, A process which puts porous foaming plastics, fabric felt or cotton into zigzag shaped water permeable pipe (filter), and puts a number of styrofoam between filter frames, and forms oil removing equipment with fixing net frame by strings. It is pulled by string from the boat, and water permeable pipe is connected to the bow and stern of the boat;
A process which installs partitions which have outlet with uniform distance in purification tank, and forms separated space between purification tank or each partition, and installs the first and last partition to the same size of purification tank, while others are sized smaller. Sea water is overflowed through each partition, and install collecting container having foreign material discharge pipe at the lower side of purification tank. Inlet hole is installed which connects through collecting container at the upper side of separated space, and water discharge pipe which discharges clean water only is connected at the bottom of purification tank, and water running separation tank is installed with closing the cover at the upper side of purification tank;
A process which locates discharge pipe of a pump above at the lower side of top separated space of purification tank, removes oil component floating on sea water using filter moved by boat which oil removing equipment and oily water separation tank are connected, and sucks sea water and oil component with running a pump above, so that oil is removed by filtering when it is sucked into water incoming pipe;
A method which sea water discharged from the pump above is continually supplied to the lower part of top separated space of oily water separation tank, and continually discharged through water discharge pipe above at the same time, so that light specific weight oil component is floated on the upper layer owing to the difference of specific weight and gravity, and it is collected at the end though inlet holes above at the end over the upper side of each partition; A method which naturally purifies or refines polluted water or natural water using partitions which allows only clean water pass through outlet located at the lower part of partitions to separate oil and pure water at oil discharged sea.
PCT/KR2008/000187 2007-01-12 2008-01-11 Method to purify or refine polluted water or polluted natural objects naturally using partitions WO2008085006A2 (en)

Applications Claiming Priority (16)

Application Number Priority Date Filing Date Title
KR1020070004015A KR20070108442A (en) 2007-01-12 2007-01-12 Method to purify water naturally
KR10-2007-0004015 2007-01-12
KR10-2007-0006759 2007-01-22
KR1020070006759A KR20070021288A (en) 2007-01-12 2007-01-22 Method to purify polluted water naturally
KR1020070049543A KR20070065856A (en) 2007-01-22 2007-05-22 Method to purify to clean water by means of purifing polluted water naturally
KR10-2007-0049543 2007-05-22
KR10-2007-0075735 2007-07-27
KR1020070075735A KR20070087537A (en) 2007-05-22 2007-07-27 Method to purify or refine polluted materials naturally using partitions
KR10-2007-0088277 2007-08-31
KR20070088277 2007-08-31
KR10-2007-0096604 2007-09-21
KR20070096604 2007-09-21
KR10-2007-0102802 2007-10-11
KR1020070102802A KR100835400B1 (en) 2007-01-12 2007-10-11 Method to purify polluted water naturally or refine seawater using partitions
KR20070139678A KR20080006524A (en) 2007-12-28 2007-12-28 Method to purify polluted water or polluted natural objects
KR10-2007-0139678 2007-12-28

Publications (2)

Publication Number Publication Date
WO2008085006A2 true WO2008085006A2 (en) 2008-07-17
WO2008085006A3 WO2008085006A3 (en) 2008-08-21

Family

ID=39609152

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/KR2008/000187 WO2008085006A2 (en) 2007-01-12 2008-01-11 Method to purify or refine polluted water or polluted natural objects naturally using partitions

Country Status (1)

Country Link
WO (1) WO2008085006A2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110223795A (en) * 2019-06-21 2019-09-10 信丰县包钢新利稀土有限责任公司 A kind of rare earth extraction waste water chemical processing device
WO2020082191A1 (en) * 2018-10-24 2020-04-30 Rojas Pinones Alberto Santiago Brunstein decanting and clarifying device (brunstein d&c) and method for obtaining an environmentally friendly mixture from toxic excrement generated by the salmon industry
JP2021088266A (en) * 2019-12-04 2021-06-10 鹿島建設株式会社 Oil recovery system and oil recovery method
KR102631042B1 (en) * 2023-08-08 2024-01-30 주식회사 엔코 Unpowered sampling tank Sediment automatic discharge tank

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH067604U (en) * 1991-12-02 1994-02-01 小川医理器株式会社 Hair wash car with removable hair wash tank with inclined curved surface
JPH09122059A (en) * 1995-11-02 1997-05-13 Sanyo Electric Co Ltd Washing water purifier
KR20030025517A (en) * 2001-09-21 2003-03-29 최병규 Clean device for fish tank of water
JP2004143935A (en) * 2002-10-21 2004-05-20 Kojima Press Co Ltd Oil particle collecting device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH067604U (en) * 1991-12-02 1994-02-01 小川医理器株式会社 Hair wash car with removable hair wash tank with inclined curved surface
JPH09122059A (en) * 1995-11-02 1997-05-13 Sanyo Electric Co Ltd Washing water purifier
KR20030025517A (en) * 2001-09-21 2003-03-29 최병규 Clean device for fish tank of water
JP2004143935A (en) * 2002-10-21 2004-05-20 Kojima Press Co Ltd Oil particle collecting device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020082191A1 (en) * 2018-10-24 2020-04-30 Rojas Pinones Alberto Santiago Brunstein decanting and clarifying device (brunstein d&c) and method for obtaining an environmentally friendly mixture from toxic excrement generated by the salmon industry
CN110223795A (en) * 2019-06-21 2019-09-10 信丰县包钢新利稀土有限责任公司 A kind of rare earth extraction waste water chemical processing device
JP2021088266A (en) * 2019-12-04 2021-06-10 鹿島建設株式会社 Oil recovery system and oil recovery method
KR102631042B1 (en) * 2023-08-08 2024-01-30 주식회사 엔코 Unpowered sampling tank Sediment automatic discharge tank

Also Published As

Publication number Publication date
WO2008085006A3 (en) 2008-08-21

Similar Documents

Publication Publication Date Title
KR100835400B1 (en) Method to purify polluted water naturally or refine seawater using partitions
KR20080080077A (en) Method to purify polluted water or polluted natural objects naturally and method to separate floating matter from that water and method to generate energy using that floating matter
AU2012324258B2 (en) Cleaning apparatus for filtration layer in seawater infiltration intake
ZA200507095B (en) Saltwater intrusion prevention system
KR101637562B1 (en) Apparatus for treating rain water
WO2008085006A2 (en) Method to purify or refine polluted water or polluted natural objects naturally using partitions
KR20070065856A (en) Method to purify to clean water by means of purifing polluted water naturally
KR20060085876A (en) Water conservation and improvement method of lake or reservoir and its device
KR101085199B1 (en) Floating removal and filtering system of branch stream
WO2002022505A1 (en) Improve system for quality of water using multi level water reserve apparatus
KR20080006524A (en) Method to purify polluted water or polluted natural objects
KR101635966B1 (en) River with clean water for ecological function
KR101202195B1 (en) Sludge tanks for gutter dredging vehicle having a filtering function using the buoyancy
JP6666176B2 (en) Water treatment apparatus and method capable of removing vaporizable substances out of the system
RU2570460C1 (en) Method for purification of bottom sediments of reservoirs from oil and oil products and device for its realisation
JP2005058957A (en) Floating type water area cleaning apparatus
JPH0947749A (en) Local water area purifying system, method therefor and purifier therefor
KR20070087537A (en) Method to purify or refine polluted materials naturally using partitions
JP2000084540A (en) Water quality purifying device
KR101346632B1 (en) Construction of living organism habitats using porous system and river - front space
KR20100020019A (en) Naturally friendly method to purify polluted river water while using the advanced watermark system for water purification that is configured to discharge as much as the amount of river water flowing from the upstream
KR20090060985A (en) Method to purify river water
KR20100033390A (en) Naturally friendly process that cleans contaminated river water by using the advanced hydrologic system for water purification, which is configured to discharge as much as the amount of river water flowing from the upstream by forming the entire width of the shear surface of the river
KR20090031883A (en) Apparatus to purify polluted water
KR20080098343A (en) Water

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 08704727

Country of ref document: EP

Kind code of ref document: A2

NENP Non-entry into the national phase

Ref country code: DE

32PN Ep: public notification in the ep bulletin as address of the adressee cannot be established

Free format text: NOTING OF LOSS OF RIGHTS PURSUANT TO RULE 112(1) EPC (EPO FORM 1205A DATED 05-11-2009).

122 Ep: pct application non-entry in european phase

Ref document number: 08704727

Country of ref document: EP

Kind code of ref document: A2