KR20110106835A - Ecological river creation method that cleans polluted river water into clean river water by first discharging clean water molecules with heavy gravity - Google Patents
Ecological river creation method that cleans polluted river water into clean river water by first discharging clean water molecules with heavy gravity Download PDFInfo
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- KR20110106835A KR20110106835A KR1020110092310A KR20110092310A KR20110106835A KR 20110106835 A KR20110106835 A KR 20110106835A KR 1020110092310 A KR1020110092310 A KR 1020110092310A KR 20110092310 A KR20110092310 A KR 20110092310A KR 20110106835 A KR20110106835 A KR 20110106835A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 143
- 238000000034 method Methods 0.000 title claims abstract description 31
- 238000007599 discharging Methods 0.000 title claims abstract description 26
- 230000005484 gravity Effects 0.000 title claims abstract description 15
- 238000001363 water suppression through gradient tailored excitation Methods 0.000 claims abstract description 107
- 238000000746 purification Methods 0.000 claims abstract description 15
- 230000002265 prevention Effects 0.000 claims abstract description 14
- 239000010802 sludge Substances 0.000 claims abstract description 11
- 239000000203 mixture Substances 0.000 claims abstract description 10
- 241000658010 Contacyphon Species 0.000 claims abstract description 8
- 230000008021 deposition Effects 0.000 claims abstract description 7
- 210000003238 esophagus Anatomy 0.000 claims abstract description 6
- 239000000126 substance Substances 0.000 claims description 11
- 238000004140 cleaning Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 3
- 230000008602 contraction Effects 0.000 claims description 2
- 230000008878 coupling Effects 0.000 claims description 2
- 238000010168 coupling process Methods 0.000 claims description 2
- 238000005859 coupling reaction Methods 0.000 claims description 2
- 230000009467 reduction Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 description 8
- 230000009471 action Effects 0.000 description 5
- 238000011144 upstream manufacturing Methods 0.000 description 5
- 239000000356 contaminant Substances 0.000 description 4
- 239000003344 environmental pollutant Substances 0.000 description 4
- 231100000719 pollutant Toxicity 0.000 description 4
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 2
- 229910052801 chlorine Inorganic materials 0.000 description 2
- 239000000460 chlorine Substances 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 230000003647 oxidation Effects 0.000 description 2
- 238000007254 oxidation reaction Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 241000195628 Chlorophyta Species 0.000 description 1
- 241000195493 Cryptophyta Species 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- PXGOKWXKJXAPGV-UHFFFAOYSA-N Fluorine Chemical compound FF PXGOKWXKJXAPGV-UHFFFAOYSA-N 0.000 description 1
- 241000207961 Sesamum Species 0.000 description 1
- 235000003434 Sesamum indicum Nutrition 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 238000004220 aggregation Methods 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 229910052731 fluorine Inorganic materials 0.000 description 1
- 239000011737 fluorine Substances 0.000 description 1
- 239000008239 natural water Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Images
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/008—Control or steering systems not provided for elsewhere in subclass C02F
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/74—Treatment of water, waste water, or sewage by oxidation with air
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/40—Swinging or turning gates
- E02B7/44—Hinged-leaf gates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/02—Sediment base gates; Sand sluices; Structures for retaining arresting waterborne material
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/007—Contaminated open waterways, rivers, lakes or ponds
-
- E—FIXED CONSTRUCTIONS
- E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
- E05Y—INDEXING SCHEME ASSOCIATED WITH SUBCLASSES E05D AND E05F, RELATING TO CONSTRUCTION ELEMENTS, ELECTRIC CONTROL, POWER SUPPLY, POWER SIGNAL OR TRANSMISSION, USER INTERFACES, MOUNTING OR COUPLING, DETAILS, ACCESSORIES, AUXILIARY OPERATIONS NOT OTHERWISE PROVIDED FOR, APPLICATION THEREOF
- E05Y2201/00—Constructional elements; Accessories therefor
- E05Y2201/40—Motors; Magnets; Springs; Weights; Accessories therefor
- E05Y2201/43—Motors
- E05Y2201/448—Fluid motors; Details thereof
- E05Y2201/454—Cylinders
-
- E—FIXED CONSTRUCTIONS
- E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
- E05Y—INDEXING SCHEME ASSOCIATED WITH SUBCLASSES E05D AND E05F, RELATING TO CONSTRUCTION ELEMENTS, ELECTRIC CONTROL, POWER SUPPLY, POWER SIGNAL OR TRANSMISSION, USER INTERFACES, MOUNTING OR COUPLING, DETAILS, ACCESSORIES, AUXILIARY OPERATIONS NOT OTHERWISE PROVIDED FOR, APPLICATION THEREOF
- E05Y2201/00—Constructional elements; Accessories therefor
- E05Y2201/60—Suspension or transmission members; Accessories therefor
- E05Y2201/622—Suspension or transmission members elements
- E05Y2201/686—Rods, links
-
- E—FIXED CONSTRUCTIONS
- E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
- E05Y—INDEXING SCHEME ASSOCIATED WITH SUBCLASSES E05D AND E05F, RELATING TO CONSTRUCTION ELEMENTS, ELECTRIC CONTROL, POWER SUPPLY, POWER SIGNAL OR TRANSMISSION, USER INTERFACES, MOUNTING OR COUPLING, DETAILS, ACCESSORIES, AUXILIARY OPERATIONS NOT OTHERWISE PROVIDED FOR, APPLICATION THEREOF
- E05Y2600/00—Mounting or coupling arrangements for elements provided for in this subclass
- E05Y2600/10—Adjustable
- E05Y2600/30—Adjustment motion
- E05Y2600/32—Rotary motion
- E05Y2600/322—Rotary motion around a horizontal axis
-
- E—FIXED CONSTRUCTIONS
- E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
- E05Y—INDEXING SCHEME ASSOCIATED WITH SUBCLASSES E05D AND E05F, RELATING TO CONSTRUCTION ELEMENTS, ELECTRIC CONTROL, POWER SUPPLY, POWER SIGNAL OR TRANSMISSION, USER INTERFACES, MOUNTING OR COUPLING, DETAILS, ACCESSORIES, AUXILIARY OPERATIONS NOT OTHERWISE PROVIDED FOR, APPLICATION THEREOF
- E05Y2900/00—Application of doors, windows, wings or fittings thereof
- E05Y2900/40—Application of doors, windows, wings or fittings thereof for gates
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Revetment (AREA)
Abstract
Kichon concrete is formed at the bottom of the channel and the cylinder chamber is located at one side and the other side of the channel.
Together with (11);
At one end and the other end of the cylinder chamber (11), the water gate (100) is configured;
The rear part of the water gate (100) is configured to cover the entire width of the front surface of the water purifying cyphon passage (101) for the water gate (100);
On the rear part of the water purification siphon passage 101 and configured to prevent foreign matter inflow prevention plate 102 to prevent the deposition of foreign matter;
The cylinder chamber (100) comprises two pairs of cylinders (37, 65) for operating the water gate (100);
The cylinder 37 is coupled with the cylinder rod 36;
The cylinder rod 36 is coupled with the cylinder rod shaft 64 and the white paper;
The cylinder dowel shaft 64 is coupled with the pair of actuating links 35 and white paper;
The two pairs of actuating links 35 engage with the actuating shaft 33;
The working shaft 33 is coupled with the working shaft white paper 34;
The other end of the operating shaft (33) is coupled to the first operating platform (23) and the end of the first operating platform (23) and the shaft coupled to the operating white (22) configured in the water gate (100);
One end of the cylinder (65) engages the cylinder rod (67);
The cylinder rod 67 is coupled with the cylinder rod shaft 64 and the white paper;
The cylinder dowel shaft 64 is coupled with two pairs of actuating links 69 and white paper;
The two pairs of actuating links 69 engage with actuating shafts 66;
The working shaft 66 is coupled with the working shaft white paper 34;
The other end of the operating shaft 66 is coupled to the second operating table 68 and the end of the operating table 68 is axially coupled with the operating white paper 24 is formed in the lower portion of the water gate 100
The lower end portion of the second operating table (77), which is axially coupled with the operating block (24), is composed of a long hole (699);
The water gate 100 is installed obliquely toward the drainage side on the waterway so as to be in a state of being constantly pressurized by its own weight and water pressure.
The polluted river water is naturally purified while closing the waterway or opening the lower end of the waterway to form an esophagus while the water gate is obliquely erected by the rotation of the first and second operating platforms. The water gate 100 is in close contact with the bottom of the waterway and configured to open the waterway;
Purifying polluted river water by discharging sedimentary sludge in the lower layer while first discharging the relatively heavy gravity of the clean water in the lower layer of the reservoir through the discharge passage. We present an ecological river composition method that cleans up polluted river water with clean river water by discharging polluted river water with high priority, while forming a characteristic fishery.
Description
The present invention relates to an ecological river composition method that cleans polluted river water with clean river water by first discharging clean water molecules having a high specific gravity while forming an esophagus. Lifts the lower part of the gate slightly and discharges the lower layer of water stored in the interior of the gate to discharge the pollutants such as sedimentary sludge stacked on the bottom layer of the stream together with the discharged water. It is to allow the purified river water to be purified naturally.
As is well known, it is obvious that a large amount of contaminants are contained in water introduced through a process of introducing water through various paths into a reservoir such as a river or a reservoir. Therefore, various methods have been proposed to purify the stored water, and conventional water purification methods include gravel contact oxidation method, reverse contact oxidation method, sewage treatment plant water purification method, chlorine input purification method, etc. Compared to the effect was insignificant.
In order to improve this, a device has been introduced to implement water purification by forming a vortex in water through a separate device to float contaminants and removing it, but this has the disadvantage of having a separate device to improve the water quality. Of course, the water purification area is very limited, so it was vulnerable to water quality improvement in a wider range.
In addition, the "natural water quality improvement method using a multi-stage water storage device" of the Patent Publication No. 2001-0000343, which was created by the present applicant, has a natural self-cleaning effect due to aeration because it is composed of one hydrology. There was a low flaw, and this defect further exacerbated the stored water by causing the algae phenomenon due to the aggregation of substances and contaminants generated by the confinement of water and contaminants trapped inside the water gate. There was a great fault letting.
In addition, in the case of Patent No. 770035, Patent No. 812634, Utility Model No. 364372, Utility Model Nos. 340318-9, Registration Utility Model No. 3401004 and Publication No. 2003-063287, the structure that drives the gate is complicated. It is configured so that foreign matters are easily caught, as well as guide grooves formed on the side of the floodgates of the foreign objects floating upstream during flooding, and complicated driving parts at the same time as the foreign objects caught by the driveway of the floodgates block the waterway. Due to the action of raising the water level there is a structural problem that inevitably causes massive flood damage.
In addition, as in the hydrology method of Patent No. 546006 invented by the applicant, the hydrology can be made by using a method of standing up the hydrology using a method of forming a connection with a cylinder in a state in which a working cylinder and a link are formed at the bottom of the hydrology. However, this method has a disadvantage in that foreign substances are caught in the upper part of the gate.
On the other hand, the inventors have been studying river water at the same time the river construction for 20 years, and the facts about the purification of the water found in the process will be described below.
The early 1990s, when we decided to study the river in earnest, recognizing that nature would have the ability to heal naturally, no matter how broken, and that water would never lie.
In the meantime, it was discovered that water refers to the state in which water molecules are bound, and that water molecules also have to be governed by gravity based on mass and specific gravity.
The present invention is to purify the contaminated water into clean water without any mechanical, chemical or biological treatment by using the above-described purification of water, and the reservoir space through the discharge passage formed in the lower space of the water gate in the standing state of the water gate. It is intended to provide a way to clean the polluted water naturally by allowing the pollutants such as sedimentation sludge to be discharged together with the discharged water by preferentially discharging heavy river water that has a heavy gravity in the lower layer of the plant.
In order to solve this problem, the present invention is to be positioned at an angle so that the water gate is constantly under pressure by the water pressure and its own weight, the driving device to open and close the waterway by raising and lowering the water gate in the cylinder chambers configured on both sides of the water gate On both sides of the channel, the water gate operates freely in the vertical direction by the driving device, and each guide jaw is formed so that the discharge space is formed between the bottom of the channel and the water gate. Heavy sesame seeds
The purpose of the present invention is to provide a method of naturally purifying polluted river water by allowing clean river water to be discharged first through a discharge passage formed at the lower side of the hydrologic gate.
According to the present invention, since the one side of the gate is lifted by a driving device such as a cylinder provided on both sides of the gate in a state in which the gate is under pressure at all times due to its own weight and water pressure, the channel can be closed or opened by the gate. When the water gate is towed by the driving device, a discharge passage may be formed between the lower end of the water gate and the bottom of the water passage by guide jaws provided on both sides of the bottom portion of the waterway, so that the specific gravity of the reservoir space is maintained even when the water gate is closed. By discharging heavy clean river water preferentially, the polluted river water can be naturally purified.
In addition, through the space formed between the lower part of the gate and the bottom of the waterway, the clean river water flowing in the upstream of the stream is preferentially discharged, and the pollutants such as sedimentary sludge deposited in the reservoir are simultaneously discharged. It will be able to purify the contaminated river water, there is an advantage that can control the amount of discharged water by finely adjusting the drive device according to the water pressure, inflow water amount of the reservoir.
In addition, this system can be used to purify polluted river water easily at low cost even in the case of large rivers, and can create completely clean river water because it uses the natural purification system naturally generated by nature. It is effective in producing clean water without using chemicals such as chlorine and fluorine. When applied to a large dam it is possible to reduce the occurrence of sedimentation sludge in the dam, there is a significant action effect that can prevent the green algae caused by the above actions at the source.
In addition, there is a significant effect that blocks the source of the red tide caused by the flow of polluted river water from the land of the land flow into the sea.
Also, no matter how much water is trapped, the stored water does not decay, so you can not only trap a large amount of water, but also because the capillary phenomenon caused by the water is trapped, Due to its status, it promotes the growth of trees growing in the mountains and prevents forest fires in advance, and this action prevents the desertification of the land caused by drought, thus making the desert occupied. There is a significant effect on the conversion.
In addition, by using the lower water discharge passage formed in the lower part of the hydrologic gate and the lower part of the hydrologic gate, the lower specific gravity located in the lower part of the reservoir can be discharged so that the river water can be continuously purified and the low water level can be kept at an appropriate level. It can be maintained as, the fish can move upstream through the discharge passage formed at the bottom of the hydrology to restore or maintain the ecosystem.
When the water is confined using the hydrologic gate constructed by the present invention, which is configured to discharge the amount of water flowing from the upstream of the stream through the lower portion of the floodgate, the inflow water from the upstream of the stream is introduced through the lower portion of the hydrologic gate. Since only inflow water can be discharged at all times, not only water pollution is increased, but pollutants contained in the water are naturally decomposed and purified into clean water by various actions exerted in the reservoir space locked by the water gate. The effect will be to become.
In addition, if the water gate applied to the present invention is installed over the entire width of the shear surface of the river and is installed in all the rivers in multiple stages according to the water level according to the slope of the river, all polluted substances, no matter how polluted river water, Because it has a natural purifying effect, it has the best effect of purifying polluted river water naturally.
1 is a perspective view showing the standing state of the water gate applied to the first embodiment of the present invention.
Figure 2 is a perspective view showing the conduction state of the sluice applied to the first embodiment of the present invention.
Figure 3 is a cross-sectional perspective view of the hydrologic operating system applied to each embodiment of the present invention.
Figure 4 is a perspective view showing the standing state of the water gate applied to the second embodiment of the present invention.
Figure 5 is a perspective view showing the conduction state of the water gate applied to the second embodiment of the present invention.
Figure 6 is a perspective view showing the standing state of the water gate applied to the third embodiment of the present invention.
On both sides of the river, support structures are installed on each side so that waterways are formed therebetween, plate-shaped water gates can be opened and closed between the support structures on both sides, and a siphon passage is formed inside the water gates, and foreign substances on the rear side of the water gates. The drive device constituting the inflow prevention plate and opening and closing the water gate is provided to operate as a cylinder to provide a method for purifying the contaminated river water by opening and closing the water gate through the drive device.
Next, a first embodiment of the present invention will be described.
1 is a perspective view showing a standing state of the hydrological applied to the first embodiment of the present invention.
Figure 2 is a perspective view showing the conduction state of the sluice applied to the first embodiment of the present invention, Figure 3 is a cross-sectional perspective view of the operating system of the sluice applied to each embodiment of the present invention
Kichon concrete is formed at the bottom of the channel and the cylinder chamber is located at one side and the other side of the channel.
Together with (11);
At one end and the other end of the cylinder chamber (11), the water gate (100) is configured;
The rear part of the water gate (100) is configured to cover the entire width of the front surface of the water purifying cyphon passage (101) for the water gate (100);
On the rear part of the water
The cylinder chamber (100) comprises two pairs of cylinders (37, 65) for operating the water gate (100);
The
The cylinder rod 36 is coupled with the
The
The two pairs of actuating links 35 engage with the actuating
The working
The other end of the operating shaft (33) is coupled to the first operating table (55) and the end of the first operating table (55) and the shaft coupled to the operating white (22) configured in the water gate (100);
One end of the cylinder (65) engages the cylinder rod (67);
The
The
The two pairs of actuating links 69 engage with
The working
The other end of the operating shaft (66) is coupled to the second operating table (68) and the end of the second operating table (68) is composed of a long hole (699);
A working
The
The polluted river water is naturally purified while closing the waterway or opening the lower end of the waterway to form an esophagus while the water gate is obliquely erected by the rotation of the first and second operating platforms. The
Purifying polluted river water by discharging sedimentary sludge in the lower layer while first discharging the relatively heavy gravity of the clean water in the lower layer of the reservoir through the discharge passage. We present an ecological river composition method that cleans up polluted river water with clean river water by discharging polluted river water with high priority, while forming a characteristic fishery.
Next, an embodiment according to the second embodiment of the present invention will be described.
3 is a cross-sectional perspective view of a sluice operating system applied to each embodiment of the present invention, and FIG. 4 is a perspective view showing a standing state of a sluice applied to a second embodiment of the present invention.
Figure 4 is a perspective view showing the conduction state of the water gate applied to the second embodiment of the present invention.
On both sides of the river, support structures are installed on each side so that waterways are formed therebetween, plate-shaped water gates can be opened and closed between the support structures on both sides, and a siphon passage is formed inside the water gates, and foreign substances on the rear side of the water gates. As a method for cleaning the contaminated river water by opening and closing the water gate through the driving device is provided with a drive device constituting the inflow prevention plate and opening and closing the water gate, respectively;
Kichon concrete is formed at the bottom of the channel and the cylinder chamber is located at one side and the other side of the channel.
Together with (11);
At one end and the other end of the cylinder chamber (11), the water gate (100) is configured;
The rear part of the water gate (100) is configured to cover the entire width of the front surface of the water purifying cyphon passage (101) for the water gate (100);
On the rear part of the water purification siphon
The
One end of the second cylinder (65) engages the cylinder rod (67);
The
The
The two pairs of
The working
The other end of the operating shaft (88) is coupled to the second operating platform (88) and the end of the second operating platform (88) is composed of a long hole (692);
A working
One end of the upper end of the cylinder chamber (11) constitutes a roller (83) and one end of the roller (83) is a drive device configured by combining a reduction gear or a recreation gear and a cylinder constituting the roller (83) With construction;
The rollers (83) are laid with several layers of ropes (82);
The lower end of the
The polluted river water is naturally purified while closing the waterway or opening the lower end of the waterway in a state in which the water gate is obliquely erected according to the rotation of the second operating table and the rope. The
Purifying polluted river water by discharging sedimentary sludge in the lower layer while first discharging the relatively heavy gravity of the clean water in the lower layer of the reservoir through the discharge passage. We propose an ecological river composition method that cleans polluted river water into clean river water by discharging polluted river water with high priority, while forming a characteristic fishery.
Next, an embodiment according to the third embodiment of the present invention will be described.
Figure 3 is a cross-sectional perspective view of the hydrologic operating system applied to each embodiment of the present invention,
Figure 6 is a perspective view showing the standing state of the water gate applied to the third embodiment of the present invention.
On both sides of the river, support structures are installed on each side so that waterways are formed therebetween, plate-shaped water gates can be opened and closed between the support structures on both sides, and a siphon passage is formed inside the water gates, and foreign substances on the rear side of the water gates. As a method for cleaning the contaminated river water by opening and closing the water gate through the driving device is provided with a driving device constituting the inflow prevention plate and opening and closing the water gate, respectively,
Kichon concrete is formed at the bottom of the channel and the cylinder chamber is located at one side and the other side of the channel.
Together with (11);
At one end and the other end of the cylinder chamber (11), the water gate (100) is configured;
The rear part of the water gate (100) is configured to cover the entire width of the front surface of the water purifying cyphon passage (101) for the water gate (100);
On the rear part of the water purification siphon
The
One end of the second cylinder (65) engages the cylinder rod (67);
The
The
The two pairs of
The working
The other end of the operating shaft (88) is coupled to the second operating platform (88) and the end of the second operating platform (88) is composed of a long hole (692);
A working
Configuring a white paper shaft 78 of the cylinder in the middle of the second operating table 88 and coupling the white paper to the white paper shaft 78 of the cylinder;
Combined with the cylinder 79 and the cylinder rod 80;
The
In the state in which the
Depending on the rotation of the
Purifying polluted river water by discharging sedimentary sludge in the lower layer while first discharging the relatively heavy gravity of the clean water in the lower layer of the reservoir through the discharge passage. We present an ecological river composition method that cleans up polluted river water with clean river water by discharging polluted river water with high priority, while forming a characteristic fishery.
As described above, the ecological river composition method constituted by the first, second, and third embodiments is characterized in that the polluted river water is naturally purified by installing hydrographs in multiple stages over the entire shear surface of the entire river.
11.Cylinder chamber 22.Operating white 55.1st operating platform 77.2nd operating platform 100.Sluice 101.Cyphon passageway 102.Ingress prevention plate
Claims (3)
Kichon concrete is formed at the bottom of the channel and the cylinder chamber is located at one side and the other side of the channel.
Together with (11);
At one end and the other end of the cylinder chamber (11), the water gate (100) is configured;
The rear part of the water gate (100) is configured to cover the entire width of the front surface of the water purifying cyphon passage (101) for the water gate (100);
On the rear part of the water purification siphon passage 101 and configured to prevent foreign matter inflow prevention plate 102 to prevent the deposition of foreign matter;
The cylinder chamber (100) comprises two pairs of cylinders (37, 65) for operating the water gate (100);
The first cylinder (37) is coupled with the cylinder rod (36);
The cylinder rod 36 is coupled with the cylinder rod shaft 64 and the white paper;
The cylinder dowel shaft 64 is coupled with the pair of actuating links 35 and white paper;
The two pairs of actuating links 35 engage with the actuating shaft 33;
The working shaft 33 is coupled with the working shaft white paper 34;
The other end of the operating shaft 33 is coupled to the first operating table 55 and the end of the first operating table 55 is axially coupled to the operating white paper 22 configured in the water gate 100 to the first With constructing an operating system operated by the operating table 55;
One end of the second cylinder (65) engages the cylinder rod (67);
The cylinder rod 67 is coupled with the cylinder rod shaft 64 and the white paper;
The cylinder dowel shaft 64 is coupled with two pairs of operation links 699 and white paper;
The two pairs of actuating links 699 are combined with actuating shafts 88 which serve to actuate the sluice 100;
The working shaft 88 is coupled with the working shaft white paper 34;
The other end of the operating shaft (88) is coupled to the second operating platform (88) and the end of the second operating platform (88) is composed of a long hole (692);
A working white paper 24 is formed at the lower part of the water gate 101, and the shaft 661 and the second working table 88 are combined with the white paper through the long hole 692;
In the state in which the water gate 100 is installed obliquely toward the drainage side on the waterway so that the water gate 100 is always under pressure by the weight and the water pressure.
Closing the waterway or opening the lower end of the waterway according to the rotation of the first operating platform and the second operating platform to naturally clean the contaminated river water while forming an esophagus or to the bottom of the waterway 100 In close contact with the unit and operative to open the waterway to discharge the stored water;
Purifying polluted river water by discharging sedimentary sludge in the lower layer while first discharging the relatively heavy gravity of the clean water in the lower layer of the reservoir through the discharge passage. Ecological river composition method that cleans polluted river water into clean river water by discharging polluted river water with priority
Kichon concrete is formed at the bottom of the channel and the cylinder chamber is located at one side and the other side of the channel.
Together with (11);
At one end and the other end of the cylinder chamber (11), the water gate (100) is configured;
The rear part of the water gate (100) is configured to cover the entire width of the front surface of the water purifying cyphon passage (101) for the water gate (100);
On the rear part of the water purification siphon passage 101 and configured to prevent foreign matter inflow prevention plate 102 to prevent the deposition of foreign matter;
The cylinder chamber 100 is configured with a second cylinder 65 for operating the water gate 100;
One end of the second cylinder (65) engages the cylinder rod (67);
The cylinder rod 67 is coupled with the cylinder rod shaft 64 and the white paper;
The cylinder dowel shaft 64 is coupled with two pairs of operation links 699 and white paper;
The two pairs of actuating links 699 are combined with actuating shafts 88 which serve to actuate the sluice 100;
The working shaft 88 is coupled with the working shaft white paper 34;
The other end of the operating shaft (88) is coupled to the second operating platform (88) and the end of the second operating platform (88) is composed of a long hole (692);
A working white paper 24 is formed at the lower part of the water gate 101, and the shaft 661 and the second working table 88 are combined with the white paper through the long hole 692;
One end of the upper end of the cylinder chamber (11) constitutes a roller (83) and one end of the roller (83) is a drive device configured by combining a reduction gear or a recreation gear and a cylinder constituting the roller (83) With construction;
The rollers (83) are laid with several layers of ropes (82);
The lower end of the rope 82 is installed at an angle to the drainage side on the waterway by diagonally installing the water gate 100, which is combined with the second white paper 81 formed in the water gate 100, and is constantly lowered by its own weight and water pressure. In the direction of pressure
In accordance with the rotation of the second operating table and the adjustment of the ropes in the state in which the water gate is erected in a closed state or by opening the lower end of the waterway to form a fishery to clean the polluted river water naturally or The water gate 100 is in close contact with the bottom of the waterway and configured to open the waterway;
Purifying polluted river water by discharging sedimentary sludge in the lower layer while first discharging the relatively heavy gravity of the clean water in the lower layer of the reservoir through the discharge passage. Ecological river composition method that cleans polluted river water into clean river water by discharging polluted river water with priority
Kichon concrete is formed at the bottom of the channel and the cylinder chamber is located at one side and the other side of the channel.
Together with (11);
At one end and the other end of the cylinder chamber (11), the water gate (100) is configured;
The rear part of the water gate (100) is configured to cover the entire width of the front surface of the water purifying cyphon passage (101) for the water gate (100);
On the rear part of the water purification siphon passage 101 and configured to prevent foreign matter inflow prevention plate 102 to prevent the deposition of foreign matter;
The second cylinder 65 is formed inside the cylinder chamber 11;
One end of the second cylinder (65) engages the cylinder rod (67);
The cylinder rod 67 is coupled with the cylinder rod shaft 64 and the white paper;
The cylinder dowel shaft 64 is coupled with two pairs of operation links 699 and white paper;
The two pairs of actuating links 699 are combined with actuating shafts 88 which serve to actuate the sluice 100;
The working shaft 88 is coupled with the working shaft white paper 34;
The other end of the operating shaft (88) is coupled to the second operating platform (88) and the end of the second operating platform (88) is composed of a long hole (692);
A working white paper 24 is formed at the lower part of the water gate 101, and the shaft 661 and the second working table 88 are combined with the white paper through the long hole 692;
Configuring a white paper shaft 78 of the cylinder in the middle of the second operating table 88 and coupling the white paper to the white paper shaft 78 of the cylinder;
Combined with the cylinder 79 and the cylinder rod 80;
The white paper 81 of the hydrological door configured in the end of the cylinder rod (80) and the sluice (100) combined with the white paper;
In the state in which the water gate 100 is installed obliquely toward the drainage side on the waterway so that the water gate 100 is always under pressure by the weight and the water pressure.
Depending on the rotation of the second operating table 88 and the expansion and contraction of the cylinder 79, the contaminated river water is naturally purified while closing the waterway or opening the lower end of the waterway to form an esophagus or the The water gate 100 is brought into close contact with the bottom of the water channel and is operated to open the water channel to discharge the stored water;
Purifying polluted river water by discharging sedimentary sludge in the lower layer while first discharging the relatively heavy gravity of the clean water in the lower layer of the reservoir through the discharge passage. Ecological river composition method that cleans polluted river water into clean river water by discharging polluted river water with priority
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020110092310A KR20110106835A (en) | 2011-09-13 | 2011-09-13 | Ecological river creation method that cleans polluted river water into clean river water by first discharging clean water molecules with heavy gravity |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020110092310A KR20110106835A (en) | 2011-09-13 | 2011-09-13 | Ecological river creation method that cleans polluted river water into clean river water by first discharging clean water molecules with heavy gravity |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR20110106835A true KR20110106835A (en) | 2011-09-29 |
Family
ID=44956505
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020110092310A KR20110106835A (en) | 2011-09-13 | 2011-09-13 | Ecological river creation method that cleans polluted river water into clean river water by first discharging clean water molecules with heavy gravity |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR20110106835A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114644430A (en) * | 2022-03-02 | 2022-06-21 | 重庆市生态环境科学研究院 | Mountain rural domestic sewage energy-consumption-free treatment system and method |
-
2011
- 2011-09-13 KR KR1020110092310A patent/KR20110106835A/en not_active Application Discontinuation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114644430A (en) * | 2022-03-02 | 2022-06-21 | 重庆市生态环境科学研究院 | Mountain rural domestic sewage energy-consumption-free treatment system and method |
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