CN205313236U - Area water intaking filter equipment's integration water purification system of water factory - Google Patents
Area water intaking filter equipment's integration water purification system of water factory Download PDFInfo
- Publication number
- CN205313236U CN205313236U CN201520967119.6U CN201520967119U CN205313236U CN 205313236 U CN205313236 U CN 205313236U CN 201520967119 U CN201520967119 U CN 201520967119U CN 205313236 U CN205313236 U CN 205313236U
- Authority
- CN
- China
- Prior art keywords
- water
- tower
- filter chamber
- chamber
- mud discharging
- Prior art date
- Legal status (The legal status 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 status listed.)
- Expired - Fee Related
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 100
- 238000000746 purification Methods 0.000 title abstract description 3
- 238000007599 discharging Methods 0.000 claims description 36
- 230000015271 coagulation Effects 0.000 claims description 9
- 238000005345 coagulation Methods 0.000 claims description 9
- 229910052748 manganese Inorganic materials 0.000 claims description 7
- 239000011572 manganese Substances 0.000 claims description 7
- 239000004576 sand Substances 0.000 claims description 6
- 150000002696 manganese Chemical class 0.000 claims description 4
- PWHULOQIROXLJO-UHFFFAOYSA-N manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 claims description 4
- 210000003141 Lower Extremity Anatomy 0.000 claims description 3
- RHZUVFJBSILHOK-UHFFFAOYSA-N anthracen-1-ylmethanolate Chemical compound C1=CC=C2C=C3C(C[O-])=CC=CC3=CC2=C1 RHZUVFJBSILHOK-UHFFFAOYSA-N 0.000 claims description 3
- 239000003830 anthracite Substances 0.000 claims description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 3
- 239000003245 coal Substances 0.000 claims description 3
- 238000001514 detection method Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 7
- 239000012535 impurity Substances 0.000 abstract description 6
- 238000005429 turbidity Methods 0.000 abstract description 6
- 238000001914 filtration Methods 0.000 abstract description 5
- 239000002384 drinking water standard Substances 0.000 abstract description 4
- REDXJYDRNCIFBQ-UHFFFAOYSA-N aluminium(3+) Chemical compound [Al+3] REDXJYDRNCIFBQ-UHFFFAOYSA-N 0.000 description 8
- 238000004062 sedimentation Methods 0.000 description 6
- 239000003795 chemical substances by application Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- JLUFWMXJHAVVNN-UHFFFAOYSA-N Methyltrichlorosilane Chemical compound C[Si](Cl)(Cl)Cl JLUFWMXJHAVVNN-UHFFFAOYSA-N 0.000 description 1
- 230000001413 cellular Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000005202 decontamination Methods 0.000 description 1
- 230000003588 decontaminative Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 230000035622 drinking Effects 0.000 description 1
- 235000021271 drinking Nutrition 0.000 description 1
- 230000004634 feeding behavior Effects 0.000 description 1
- 230000002147 killing Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000644 propagated Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000008400 supply water Substances 0.000 description 1
Abstract
The utility model discloses an area water intaking filter equipment's integration water purification system of water factory, including the former pond that connects gradually, the primary settling tower, pipe chute drip chamber and filter chamber, be equipped with water intaking filter equipment in the former pond, the device includes filter chamber and connected reservoir chamber, the water inlet is established to the front end of filter chamber, inside is equipped with the filter screen, the reservoir chamber passes through the inlet tube and is connected with the primary settling tower, the primary settling tower includes nei ta and waita, the relative cross arrangement of nei tanei has the baffling board that slopes up, it deposits the device to be equipped with the pipe chute in the pipe chute drip chamber, pipeline and the switch -on of interior top of the tower portion are passed through to its lower part, the filter chamber top is equipped with the water distributor with the top switch -on of pipe chute drip chamber, the filter chamber middle part is equipped with the filter layer, the outlet pipe is connected to the bottom, the utility model discloses have a preliminary filtering effect to water intake end's impurity, in addition primary settling tower greatly reduced the turbidity of raw water, the raw water deposits through pipe chute drip chamber and filter chamber and filters the afternose and instinctively reach drinking water standards.
Description
Technical field
This utility model relates to water-suppling treatment equipment field, is specifically related to a kind of water factory's integrated purifying system with water intaking defecator.
Background technology
The activity of the mankind can make substantial amounts of industry, agricultural and domestic refuse enter in water, water body is made to be contaminated, the current whole world there are about the sewage of billion cubic meter more than 4200 every year and enters rivers,lakes and seas, pollute the fresh water of 5.5 tcms, this is equivalent to more than the 14% of whole world runoff volume, increasingly the water aggravated pollutes, the living safety of the mankind is constituted significant threat, become human health, the major obstacles of economy and social sustainable development, investigate according to authoritative institution of the world, in developing country, various diseases has 80% to be because having drunk antihygienic water and having propagated, annual at least cause global 200d 00,000 people death because drinking unhygienic water, therefore water pollutes and is referred to as " world's number one killer ", at present, in river and the dirty water decontamination handles, various informative water treatment facilities just play an important role, but general purifier requires that influent turbidity is not high, the water that some turbidity are higher is also tended to be difficult to reach drinking water standard after general process, complexity additionally, due to water treatment technology, it is various to there is cellular construction in traditional water supply water purification integration apparatus, the defect that land occupation resource is big.
Utility model content
For solving above technical problem, this utility model provides a kind of water factory's integrated purifying system with water intaking defecator being applicable to the higher former water of turbidity that can effectively intercept water float thing and bigger impurity at water intaking end.
Technical scheme is as follows:
A kind of water factory's integrated purifying system with water intaking defecator, including the former pond being sequentially connected with, primary settling tower, tube settling room and filter chamber, it it is critical only that: is provided with water intaking defecator in described former pond, described water fetching device includes filter chamber, reservoir chamber and fixed support, the front end of described filter chamber is provided with water inlet, filter screen it is provided with in filter chamber, transition water pipe it is connected between described filter chamber and reservoir chamber, being provided with described fixed support bottom described reservoir chamber, described reservoir chamber is connected with primary settling tower by inlet channel;
Described inlet channel is provided with coagulation dosing device, and this coagulation dosing device is connected to online flow detection meter on the inlet channel of side, described former pond, and this coagulation dosing device inlet channel near described primary settling tower side is provided with high-pressure pump;
Described primary settling tower includes Wai Ta and Nei Ta, therebetween mud discharging passage is formed, the bottom of described interior tower is connected to inlet channel, intersect from top to bottom at described Nei Tanei and be provided with at least two deflection plate, this deflection plate is inclined upwardly 5-10 °, described deflection plate lower side is fixing with the tower wall of described interior tower to be connected, described deflection plate upper side edge is respectively equipped with baffle plate, each described deflection plate and described Nei Ta junction are respectively equipped with mud discharging mouth, and the lower limb of this mud discharging mouth is concordant with this deflection plate lower side;
Described tube settling indoor are provided with inclined-pipe settler, and the described tube settling room below this inclined-pipe settler is connected with described interior top of tower by pipeline;
Described filter chamber top is provided with water distributor, and described water distributor water inlet end is connected with described tube settling ceiling portion, is connected to outlet pipe, is provided with filter course in the middle part of described filter chamber bottom described filter chamber.
The technical program is adopted to provide the benefit that owing to the water intaking end at water source is provided with water intaking defecator, can effectively remove the floating thing in water, and the organic pollution to other, the impurity such as inorganic pollution have preliminary filtration result, online flow monitoring meter Real Time Observation flow of inlet water can be passed through at water inlet end simultaneously, and regulate the coagulated agent amount added in former water according to this, with the addition of the deflection plate through primary settling tower of the former water after coagulated agent, the bigger alumen ustum condensed and can enter Wai Tazhong on deflection plate by preliminary sedimentation, now the turbidity of former water is substantially reduced, former water alumen ustum in water after the secondary precipitation of tube settling room is substantially removed, former water after filtering then through filter chamber can reach drinking water standard substantially.
As preferably: above-mentioned deflection plate is 20-30, is evenly distributed at the bottom of the tower of described interior tower and between tower top. Deflection plate density is arranged rationally to adopt this scheme to provide the benefit that, shortens the distance of alumen ustum sedimentation, is conducive to accelerating the sedimentation of alumen ustum.
Being provided with the first mud discharging pipe at the bottom of the tower of above-mentioned outer tower, described first mud discharging pipe is provided with the first mud discharging and regulates valve. The beneficial effect adopting this scheme is deposited on the mud at the bottom of outer tower tower and regularly can be discharged by mud discharging pipe.
Being provided with mud collection bucket bottom above-mentioned tube settling room, the bottom of this mud collection bucket is provided with the second mud discharging pipe, and described second mud discharging pipe is provided with the second mud discharging and regulates valve. Adopting this scheme to provide the benefit that can periodically blowdown, it is to avoid mud is piled up and too much affected tube settling effect.
Above-mentioned first mud discharging regulates valve and the second described mud discharging regulates valve opening time and is spaced apart 20-24 hour. Adopt this scheme to provide the benefit that regularly to be got rid of by the mud of deposition, it is to avoid mud is piled up too much, affects sedimentation effect.
Above-mentioned primary settling tower and described tube settling room are connected with sludge-tank. The mud concentration of deposition is emitted in sludge-tank to adopt this scheme to provide the benefit that, facilitates workman to concentrate cleaning.
The top of above-mentioned primary settling tower, tube settling room and described filter chamber is equipped with observation window, and described tube settling ceiling portion is provided with automatic exhaust steam valve. Adopt this scheme can pass through observation window and fast check purifier inner case.
Above-mentioned filter course includes manganese layer of sand and the anthracite coal measure being laid on this manganese layer of sand. Adopt this scheme to provide the benefit that the residual alumen ustum can removed further in water, particularly ferrum, manganese class impurity.
Beneficial effect:
Adopting the beneficial effects of the utility model is owing to the water intaking end at water source is provided with water intaking defecator, can effectively remove the floating thing in water, and the organic pollution to other, the impurity such as inorganic pollution have preliminary filtration result, online flow monitoring meter Real Time Observation flow of inlet water can passed through simultaneously, and regulate the coagulated agent amount added in former water according to this, with the addition of the former water after coagulated agent through primary settling tower, the bigger alumen ustum condensed can settle layer by layer on deflection plate, deflection plate density arranges rationally, shorten the distance of alumen ustum sedimentation, be conducive to accelerating the sedimentation of alumen ustum, reduce the turbidity of former water, former water filters then through filter chamber after the secondary precipitation of tube settling room can reach drinking water standard substantially, this device is to the ferrum in water simultaneously, the impurity such as manganese have good filtration result, whole system reasonable in design, compact in design, it is greatly saved the floor space of structures, it is applicable not only to the construction of water supply plant on a small scale, the construction for larger water supply plant of the multiple stage mode in parallel can also be passed through.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the enlarged drawing of Fig. 1;
Fig. 3 is water intaking filter apparatus configuration schematic diagram.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing, the utility model is described in further detail.
As Figure 1-3, a kind of water factory's integrated purifying system with water intaking defecator, including the former pond 4 being sequentially connected with, primary settling tower 1, tube settling room 2 and filter chamber 3, water intaking defecator 19 it is provided with in described former pond 4, described water intaking defecator 19 includes filter chamber 195, reservoir chamber 191 and fixed support 193, the front end of described filter chamber 195 is provided with water inlet 194, filter screen 196 it is provided with in filter chamber 195, it is connected to transition water pipe 192 between described filter chamber 195 and reservoir chamber 191, described fixed support 193 it is provided with bottom described reservoir chamber 191, described reservoir chamber 191 is connected with primary settling tower by inlet channel 5.
Described inlet channel 5 is provided with coagulation dosing device 7, this coagulation dosing device 7 is connected to online flow detection meter 6 on the inlet channel 5 of side, described former pond 4, and this coagulation dosing device 7 inlet channel 5 near described primary settling tower 1 side is provided with high-pressure pump 8.
Described primary settling tower 1 includes outer tower 104 and Nei Ta 103, therebetween mud discharging passage 106 is formed, the bottom of described interior tower 103 is connected to inlet channel 5, intersect from top to bottom in described interior tower 103 and be provided with at least two deflection plate 102, described deflection plate 102 is 20-30, it is evenly distributed at the bottom of the tower of described interior tower 103 and between tower top, this deflection plate 102 is inclined upwardly 5-10 °, described deflection plate 102 lower side is fixing with the tower wall of described interior tower 103 to be connected, described deflection plate 102 upper side edge is respectively equipped with baffle plate 101, each described deflection plate 102 is respectively equipped with mud discharging mouth 105 with described interior tower 103 junction, the lower limb of this mud discharging mouth 105 is concordant with this deflection plate 102 lower side, thus it is deposited on the mud on deflection plate 102 and can enter in mud discharging passage 106 by described mud discharging mouth 105, and it is gradually deposited at the bottom of the tower of outer tower 104, the first mud discharging pipe 10 it is provided with at the bottom of the tower of described outer tower 104, described first mud discharging pipe 10 is provided with the first mud discharging and regulates valve 11.
It is provided with inclined-pipe settler 202 in described tube settling room 2, described tube settling room 2 below this inclined-pipe settler 202 is connected with described interior tower 103 top by pipeline 13, it is provided with mud collection bucket 201 bottom described tube settling room 2, the bottom of this mud collection bucket 201 is provided with the second mud discharging pipe 16, described second mud discharging pipe 16 is provided with the second mud discharging and regulates valve 17, and described first mud discharging regulates valve 11 and the second described mud discharging adjustment valve 17 opening time is spaced apart 20-24 hour.
Top, described filter chamber 3 is provided with water distributor 15, described water distributor 15 water inlet end and top, described tube settling room 2 are connected by pipeline, it is connected to outlet pipe 18 bottom described filter chamber 3, being provided with filter course in the middle part of described filter chamber 3, described filter course includes manganese layer of sand and the anthracite coal measure being laid on this manganese layer of sand.
It may also be seen that, described primary settling tower 1 and tube settling room 2 are connected with sludge-tank 9, the top of described primary settling tower 1, tube settling room 2 and described filter chamber 3 is equipped with observation window 12, and top, described tube settling room 2 is provided with automatic exhaust steam valve 14.
Finally it should be noted that; foregoing description is only preferred embodiment of the present utility model; those of ordinary skill in the art is under enlightenment of the present utility model; under the premise without prejudice to this utility model objective and claim; can making and representing like multiple types, such conversion each falls within protection domain of the present utility model.
Claims (8)
1. the water factory's integrated purifying system with water intaking defecator, including the former pond (4) being sequentially connected with, primary settling tower (1), tube settling room (2) and filter chamber (3), it is characterized in that: in described former pond (4), be provided with water intaking defecator (19), described water intaking defecator (19) includes filter chamber (195), reservoir chamber (191) and fixed support (193), the front end of described filter chamber (195) is provided with water inlet (194), filter screen (196) it is provided with in filter chamber (195), transition water pipe (192) it is connected between described filter chamber (195) and reservoir chamber (191), described reservoir chamber (191) bottom is provided with described fixed support (193), described reservoir chamber (191) is connected with described primary settling tower (1) by inlet channel (5),
Described inlet channel (5) is provided with coagulation dosing device (7), this coagulation dosing device (7) is connected to online flow detection meter (6) on the inlet channel (5) of described former pond (4) side, and this coagulation dosing device (7) inlet channel (5) near described primary settling tower (1) side is provided with high-pressure pump (8);
Described primary settling tower (1) includes outer tower (104) and interior tower (103), therebetween mud discharging passage (106) is formed, the bottom of described interior tower (103) is connected to inlet channel (5), intersect from top to bottom in described interior tower (103) and be provided with at least two deflection plate (102), this deflection plate (102) is inclined upwardly 5-10 °, described deflection plate (102) lower side is fixing with the tower wall of described interior tower (103) to be connected, described deflection plate (102) upper side edge is respectively equipped with baffle plate (101), each described deflection plate (102) and described interior tower (103) junction are respectively equipped with mud discharging mouth (105), the lower limb of this mud discharging mouth (105) is concordant with this deflection plate (102) lower side,
Being provided with inclined-pipe settler (202) in described tube settling room (2), the described tube settling room (2) of this inclined-pipe settler (202) lower section is connected with described interior tower (103) top by pipeline (13);
Described filter chamber (3) top is provided with water distributor (15), described water distributor (15) water inlet end is connected with described tube settling room (2) top, bottom, described filter chamber (3) is connected to outlet pipe (18), and described filter chamber (3) middle part is provided with filter course.
2. the water factory's integrated purifying system with water intaking defecator according to claim 1, it is characterised in that: described deflection plate (102) is 20-30, is evenly distributed at the bottom of the tower of described interior tower (103) and between tower top.
3. the water factory's integrated purifying system with water intaking defecator according to claim 1 and 2, it is characterized in that: be provided with the first mud discharging pipe (10) at the bottom of the tower of described outer tower (104), described first mud discharging pipe (10) is provided with the first mud discharging and regulates valve (11).
4. the water factory's integrated purifying system with water intaking defecator according to claim 3, it is characterized in that: described tube settling room (2) bottom is provided with mud collection bucket (201), the bottom of this mud collection bucket (201) is provided with the second mud discharging pipe (16), and described second mud discharging pipe (16) is provided with the second mud discharging and regulates valve (17).
5. the water factory's integrated purifying system with water intaking defecator according to claim 4, it is characterised in that: described first mud discharging regulates valve (11) and the second described mud discharging adjustment valve (17) opening time is spaced apart 20-24 hour.
6. the water factory's integrated purifying system with water intaking defecator according to claim 4 or 5, it is characterised in that: described primary settling tower (1) and tube settling room (2) are connected with sludge-tank (9).
7. the water factory's integrated purifying system with water intaking defecator according to claim 1, it is characterized in that: described primary settling tower (1), tube settling room (2) and described filter chamber (3) top be equipped with observation window (12), described tube settling room (2) top is provided with automatic exhaust steam valve (14).
8. the water factory's integrated purifying system with water intaking defecator according to claim 6, it is characterised in that: described filter course includes manganese layer of sand and the anthracite coal measure being laid on this manganese layer of sand.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520967119.6U CN205313236U (en) | 2015-11-30 | 2015-11-30 | Area water intaking filter equipment's integration water purification system of water factory |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520967119.6U CN205313236U (en) | 2015-11-30 | 2015-11-30 | Area water intaking filter equipment's integration water purification system of water factory |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205313236U true CN205313236U (en) | 2016-06-15 |
Family
ID=56189023
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520967119.6U Expired - Fee Related CN205313236U (en) | 2015-11-30 | 2015-11-30 | Area water intaking filter equipment's integration water purification system of water factory |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205313236U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105461034A (en) * | 2015-11-30 | 2016-04-06 | 綦江县狮子桥供水有限公司 | Water purification treatment equipment for tap water plant |
-
2015
- 2015-11-30 CN CN201520967119.6U patent/CN205313236U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105461034A (en) * | 2015-11-30 | 2016-04-06 | 綦江县狮子桥供水有限公司 | Water purification treatment equipment for tap water plant |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105502729B (en) | A kind of water treatment facilities | |
| CN205367916U (en) | Integrated water treatment equipment | |
| CN205412459U (en) | Water purification unit with water intaking filter equipment | |
| CN205367948U (en) | Integration water purification system | |
| CN205627336U (en) | Area water intaking filter equipment's primary settling of water factory tower | |
| CN205323362U (en) | Device is subsided in water treatment with water intaking filter equipment | |
| CN205313236U (en) | Area water intaking filter equipment's integration water purification system of water factory | |
| CN105347562B (en) | Waterworks water treatment facilities with water intaking filter | |
| CN205360814U (en) | Water purification apparatus | |
| CN205328720U (en) | Water works purifier | |
| CN205435187U (en) | Primary settling tower with submergence formula water intake device | |
| CN205313237U (en) | Area water intaking filter equipment's integrated water purification system | |
| CN205419945U (en) | Device is subsided in water treatment with submergence formula water intaking filter equipment | |
| CN205328722U (en) | Water works water treatment facilities | |
| CN205367917U (en) | Integration is filtered and is adsorbed water purification system | |
| CN205412342U (en) | Water purification unit primary settling tower | |
| CN105417776B (en) | Purified water treatment device with water intaking filter | |
| CN205222866U (en) | Urban water supply water purification integration equipment | |
| CN105413255B (en) | Water factory's primary settling tower | |
| CN105498354A (en) | Settling apparatus with intake water filtering unit for waterworks | |
| CN105502714A (en) | Waterwork water purification treatment equipment with water taking and filtering device | |
| CN105502713A (en) | Waterwork water purification treatment equipment | |
| CN105457388A (en) | Water-plant primary settling tower provided with water taking and filtering device | |
| CN105347570B (en) | Water factory's integrative water purifying device | |
| CN105347564A (en) | Tap water plant integrated water purification equipment with water getting and filtering device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160615 Termination date: 20161130 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |