CN205313237U - Area water intaking filter equipment's integrated water purification system - Google Patents
Area water intaking filter equipment's integrated water purification system Download PDFInfo
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- CN205313237U CN205313237U CN201520972318.6U CN201520972318U CN205313237U CN 205313237 U CN205313237 U CN 205313237U CN 201520972318 U CN201520972318 U CN 201520972318U CN 205313237 U CN205313237 U CN 205313237U
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- tower
- water
- water intaking
- mud discharging
- filtration unit
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Abstract
The utility model discloses an area water intaking filter equipment's integrated water purification system, 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 the bottom surface opening and is equipped with the water intaking jar of grid, the water intaking jar inside filter material layer that is equipped with, inlet channel and primary settling tower sub -unit connection are passed through to upper portion, 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 that passes through the pipeline switch -on with pipe chute drip chamber top, 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
The utility model relates to water-suppling treatment equipment field, is specifically related to the integrated purifying system of a kind of band water intaking filtration unit.
Background technology
The activity of the mankind can make a large amount of industry, agricultural and domestic refuse enter in water, water body is polluted, the current whole world about has the sewage of billion cubic meter more than 4200 to enter rivers,lakes and seas every year, pollute the fresh water of 5.5 tcms, this is equivalent to more than the 14% of whole world runoff total amount, increasingly the water pollutions aggravated, the living safety of the mankind is formed 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, all kinds of disease has 80% to propagate because having drunk unhygienic water, at least cause global 200d 00,000 people dead because drinking unhygienic water every year, therefore water pollutions is referred to as " world's number one killer ", at present, in river and the dirty water decontamination handles, various informative water treating equipment just play an important role, but general water purifying plant requires that influent turbidity is not high, the water higher for some turbidity often still is difficult to reach drinking water standard after general process, in addition due to the complicacy of water technology, it is various to there is modular construction in traditional water supply water purification integration apparatus, the defect that land occupation resource is big.
Practical novel content
For solving above technical problem, the utility model provides the integrated purifying system of the band water intaking filtration unit of a kind of applicable former water higher in turbidity that can effectively tackle water float thing and bigger impurity at water intaking end.
Technical scheme is as follows:
The integrated purifying system of a kind of band water intaking filtration unit, comprise the former pond, primary settling tower, tube settling room and the filtration chamber that connect successively, its key is: be provided with water intaking filtration unit in described former pond, described water intaking filtration unit comprises fetching tank for water and fixing support, described fetching tank for water is fixed on described fixing support, described fetching tank for water bottom surface opening is also provided with grid, being provided with filter material layer in described fetching tank for water, described fetching tank for water top is connected with described primary settling tower bottom by inlet channel;
Described inlet channel is provided with coagulation dosing device, and this coagulation dosing device is connected with online flow detection meter on the inlet channel of side, described former pond, and the inlet channel of this coagulation dosing device near described primary settling tower side is provided with high-pressure pump;
Described primary settling tower comprises Wai Ta and Nei Ta, therebetween mud discharging passage is formed, the bottom of described interior tower is connected with inlet channel, described Nei Tanei from be provided with at least two traverse baffles to lower intersection, this traverse baffle is inclined upwardly 5-10 °, described traverse baffle lower side is fixedly connected with the tower wall of described interior tower, described traverse baffle upper side edge is respectively equipped with baffle plate, traverse baffle described in each and described Nei Ta junction are respectively equipped with mud discharging mouth, and the lower rim of this mud discharging mouth is concordant with this traverse baffle 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 by pipeline and described interior top of tower;
Described filter chamber top is provided with water distributor, and described water distributor feed-water end and top, described tube settling room are connected, and be connected with rising pipe, be provided with filtering layer in the middle part of described filtration chamber bottom described filtration chamber.
The useful effect adopting the technical program is owing to the water intaking end at water source is provided with water intaking filtration unit, can effectively remove the floating matter in water, and the organic pollutant to other, the impurity such as inorganic pollutant have preliminary filtration result, simultaneously at feed-water end by online flow monitoring meter Real Time Observation flooding velocity, and regulate the coagulated agent amount adding in former water according to this, with the addition of the traverse baffle of the former water after coagulated agent through primary settling tower, the bigger alumen ustum of condensation can tentatively be deposited on traverse baffle and enter Wai Tazhong, now the turbidity of former water reduces greatly, former water alumen ustum in water after the secondary sedimentation of tube settling room is removed substantially, again through filter chamber filter after former water substantially can reach drinking water standard.
As preferably: above-mentioned traverse baffle is 20-30, is evenly distributed at the bottom of the tower of described interior tower and between tower top. The useful effect adopting this scheme is that traverse baffle density is arranged rationally, 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 variable valve. The useful effect of this scheme is adopted to be that the mud being deposited at the bottom of outer tower tower is regularly 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 2nd mud discharging pipe, and described 2nd mud discharging pipe is provided with the 2nd mud discharging variable valve. Adopt the useful effect of this scheme be can periodically blowdown, avoid mud overheap to affect tube settling effect.
Above-mentioned first mud discharging variable valve and the 2nd described mud discharging variable valve opening time are spaced apart 20-24 hour. Adopt the useful effect of this scheme to be regularly got rid of by the mud of deposition, avoid mud overheap, affect sedimentation effect.
It is provided with sludge sump below above-mentioned primary settling tower and described tube settling room. Adopting the useful effect of this scheme to be that the mud deposited is concentrated is emitted in sludge sump, facilitates workman to concentrate cleaning.
The top of above-mentioned primary settling tower, tube settling room and described filtration chamber is equipped with viewing window, and top, described tube settling room is provided with automatic vent valve. This scheme is adopted fast to check water purifying plant inner case by viewing window.
The anthracite coal measure that above-mentioned filtering layer comprises manganese layer of sand and is laid on this manganese layer of sand. Adopt the useful effect of this scheme be can remove in water further residual alumen ustum, particularly iron, manganese class impurity.
Filtrate in above-mentioned filter material layer is granules of polystyrene, is provided with filtrate interception net above described filter material layer. The useful effect adopting this scheme is the weight that filtrate proportion gentlier can effectively alleviate whole intake equipment, convenient maintenance and maintenance, and the filtrate interception net above filtrate can effectively stop filtrate to float, it is ensured that filter material layer position is fixed and had certain density.
Useful effect:
The beneficial effects of the utility model are adopted to be owing to the water intaking end at water source is provided with water intaking filtration unit, can effectively remove the floating matter in water, and the organic pollutant to other, the impurity such as inorganic pollutant have preliminary filtration result, simultaneously by online flow monitoring meter Real Time Observation flooding velocity, and regulate the coagulated agent amount adding in former water according to this, with the addition of the former water after coagulated agent through primary settling tower, the bigger alumen ustum of condensation can sedimentation layer by layer on traverse baffle, traverse baffle 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 through filter chamber after the secondary sedimentation of tube settling room again can reach drinking water standard substantially, this device is to the iron in water simultaneously, the impurity such as manganese have good filtration result, whole system structure design is reasonable, compact in design, greatly save the floor space of structures, it is not only applicable to the construction of water supply plant on a small scale, the construction of larger water supply plant can also be used for by the mode of multiple stage parallel connection.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the enlarged view a of Fig. 1;
Fig. 3 is water intaking filter apparatus configuration schematic diagram.
Embodiment
Below in conjunction with embodiment and accompanying drawing, the utility model is described in further detail.
As Figure 1-3, the integrated purifying system of a kind of band water intaking filtration unit, comprise the former pond 4 connected successively, primary settling tower 1, tube settling room 2 and filtration chamber 3, water intaking filtration unit 19 it is provided with in described former pond 4, described water intaking filtration unit 19 comprises fetching tank for water 191 and fixing support 194, described fetching tank for water 191 is fixed on described fixing support 194, described fetching tank for water 191 bottom surface opening is also provided with grid 192, it is provided with filter material layer 193 in described fetching tank for water 191, filtrate in described filter material layer 193 is granules of polystyrene, filtrate interception net 195 it is provided with above described filter material layer 193, described fetching tank for water 191 top is connected with described primary settling tower 1 bottom by inlet channel 5.
Described inlet channel 5 is provided with coagulation dosing device 7, this coagulation dosing device 7 is connected with online flow detection meter 6 on the inlet channel 5 of side, described former pond 4, and the inlet channel 5 of this coagulation dosing device 7 near described primary settling tower 1 side is provided with high-pressure pump 8.
Described primary settling tower 1 comprises outer tower 104 and Nei Ta 103, therebetween mud discharging path 10 6 is formed, the bottom of described interior tower 103 is connected with inlet channel 5, in described interior tower 103 from be provided with at least two traverse baffles 102 to lower intersection, described traverse baffle 102 is 20-30, it is evenly distributed at the bottom of the tower of described interior tower 103 and between tower top, this traverse baffle 102 is inclined upwardly 5-10 °, described traverse baffle 102 lower side is fixedly connected with the tower wall of described interior tower 103, described traverse baffle 102 upper side edge is respectively equipped with baffle plate 101, described in each, traverse baffle 102 and described interior tower 103 junction are respectively equipped with mud discharging mouth 105, the lower rim of this mud discharging mouth 105 is concordant with this traverse baffle 102 lower side, the mud being thus deposited on traverse baffle 102 enters in mud discharging path 10 6 by described mud discharging mouth 105, and it is deposited at the bottom of the tower of outer tower 104 gradually, 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 variable 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 by pipeline 13 and described interior tower 103 top, 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 2nd mud discharging pipe 16, described 2nd mud discharging pipe 16 is provided with the 2nd mud discharging variable valve 17, and described first mud discharging variable valve 11 and the 2nd described mud discharging variable valve 17 opening time are spaced apart 20-24 hour.
Top, described filtration chamber 3 is provided with water distributor 15, described water distributor 15 feed-water end and top, described tube settling room 2 are connected by pipeline, it is connected with rising pipe 18 bottom described filtration chamber 3, it is provided with filtering layer, the anthracite coal measure that described filtering layer comprises manganese layer of sand and is laid on this manganese layer of sand in the middle part of described filtration chamber 3.
It can also be seen that from figure, it is provided with sludge sump 9 below described primary settling tower 1 and tube settling room 2, the top of described primary settling tower 1, tube settling room 2 and described filtration chamber 3 is equipped with viewing window 12, and top, described tube settling room 2 is provided with automatic vent valve 14.
Finally it should be noted that; foregoing description is only preferred embodiment of the present utility model; the those of ordinary skill of this area is under enlightenment of the present utility model; under the prerequisite not running counter to the utility model objective and claim; can making multiple similar expression, such conversion all falls within protection domain of the present utility model.
Claims (9)
1. the integrated purifying system of a band water intaking filtration unit, comprise the former pond (4) connected successively, primary settling tower (1), tube settling room (2) and filtration chamber (3), it is characterized in that: in described former pond (4), be provided with water intaking filtration unit (19), described water intaking filtration unit (19) comprises fetching tank for water (191) and fixing support (194), described fetching tank for water (191) is fixed on described fixing support (194), described fetching tank for water (191) bottom surface opening is also provided with grid (192), filter material layer (193) it is provided with in described fetching tank for water (191), described fetching tank for water (191) top is connected with described primary settling tower (1) bottom by inlet channel (5),
Described inlet channel (5) is provided with coagulation dosing device (7), this coagulation dosing device (7) is connected with online flow detection meter (6) on the inlet channel (5) of described former pond (4) side, and the inlet channel (5) of this coagulation dosing device (7) near described primary settling tower (1) side is provided with high-pressure pump (8);
Described primary settling tower (1) comprises outer tower (104) and interior tower (103), therebetween mud discharging passage (106) is formed, the bottom of described interior tower (103) is connected with inlet channel (5), in described interior tower (103) from be provided with at least two traverse baffles (102) to lower intersection, this traverse baffle (102) is inclined upwardly 5-10 °, described traverse baffle (102) lower side is fixedly connected with the tower wall of described interior tower (103), described traverse baffle (102) upper side edge is respectively equipped with baffle plate (101), traverse baffle described in each (102) and described interior tower (103) junction are respectively equipped with mud discharging mouth (105), the lower rim of this mud discharging mouth (105) is concordant with this traverse baffle (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 by pipeline (13) and described interior tower (103) top;
Described filtration chamber (3) top is provided with water distributor (15), described water distributor (15) feed-water end and described tube settling room (2) top are connected, bottom, described filtration chamber (3) is connected with rising pipe (18), and described filtration chamber (3) middle part is provided with filtering layer.
2. the integrated purifying system of band according to claim 1 water intaking filtration unit, it is characterised in that: described traverse baffle (102) is 20-30, is evenly distributed at the bottom of the tower of described interior tower (103) and between tower top.
3. the integrated purifying system of band according to claim 1 and 2 water intaking filtration unit, 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 variable valve (11).
4. the integrated purifying system of band according to claim 3 water intaking filtration unit, 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 2nd mud discharging pipe (16), and described 2nd mud discharging pipe (16) is provided with the 2nd mud discharging variable valve (17).
5. the integrated purifying system of band according to claim 4 water intaking filtration unit, it is characterised in that: described first mud discharging variable valve (11) and the 2nd described mud discharging variable valve (17) opening time are spaced apart 20-24 hour.
6. the integrated purifying system of band water intaking filtration unit according to claim 4 or 5, it is characterised in that: it is provided with sludge sump (9) below described primary settling tower (1) and tube settling room (2).
7. the integrated purifying system of band according to claim 1 water intaking filtration unit, it is characterized in that: the top of described primary settling tower (1), tube settling room (2) and described filtration chamber (3) is equipped with viewing window (12), described tube settling room (2) top is provided with automatic vent valve (14).
8. the integrated purifying system of band according to claim 6 water intaking filtration unit, it is characterised in that: the anthracite coal measure that described filtering layer comprises manganese layer of sand and is laid on this manganese layer of sand.
9. the integrated purifying system of band according to claim 3 water intaking filtration unit, it is characterized in that: the filtrate in described filter material layer (193) is granules of polystyrene, described filter material layer (193) top is provided with filtrate interception net (195).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520972318.6U CN205313237U (en) | 2015-11-30 | 2015-11-30 | Area water intaking filter equipment's integrated water purification system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520972318.6U CN205313237U (en) | 2015-11-30 | 2015-11-30 | Area water intaking filter equipment's integrated water purification system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205313237U true CN205313237U (en) | 2016-06-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520972318.6U Expired - Fee Related CN205313237U (en) | 2015-11-30 | 2015-11-30 | Area water intaking filter equipment's integrated water purification system |
Country Status (1)
| Country | Link |
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| CN (1) | CN205313237U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105347564A (en) * | 2015-11-30 | 2016-02-24 | 綦江县狮子桥供水有限公司 | Tap water plant integrated water purification equipment with water getting and filtering device |
-
2015
- 2015-11-30 CN CN201520972318.6U patent/CN205313237U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105347564A (en) * | 2015-11-30 | 2016-02-24 | 綦江县狮子桥供水有限公司 | Tap water plant integrated water purification equipment with water getting and filtering device |
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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 |