CN209835840U - River water purification device - Google Patents
River water purification device Download PDFInfo
- Publication number
- CN209835840U CN209835840U CN201920603601.XU CN201920603601U CN209835840U CN 209835840 U CN209835840 U CN 209835840U CN 201920603601 U CN201920603601 U CN 201920603601U CN 209835840 U CN209835840 U CN 209835840U
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- Prior art keywords
- water
- river
- sedimentation
- tank
- water inlet
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 85
- 238000000746 purification Methods 0.000 title claims abstract description 13
- 238000005189 flocculation Methods 0.000 claims abstract description 38
- 230000016615 flocculation Effects 0.000 claims abstract description 38
- 238000004062 sedimentation Methods 0.000 claims abstract description 38
- 238000001914 filtration Methods 0.000 claims abstract description 12
- 239000012535 impurity Substances 0.000 claims description 7
- 229920003023 plastic Polymers 0.000 claims description 6
- 239000004033 plastic Substances 0.000 claims description 6
- 239000010802 sludge Substances 0.000 claims description 6
- 239000010865 sewage Substances 0.000 claims description 5
- 238000007599 discharging Methods 0.000 claims description 3
- 238000005192 partition Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 abstract description 2
- 239000003814 drug Substances 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 3
- 229940037003 alum Drugs 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 238000007865 diluting Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000004659 sterilization and disinfection Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model discloses a river water purification device mainly solves devices such as current similar watering lorries that exist among the prior art and does not have high but can't directly use river to the water quality requirement to cause the problem of water waste. The device includes the flocculation basin of intaking end and inlet tube intercommunication, sets up the charge device who intakes the end at the flocculation basin, intakes the sedimentation tank of end and flocculation basin play water end intercommunication to and intake the clear water basin of end and sedimentation basin play water end intercommunication, a serial communication port, including at least two the same and dislocation in the flocculation basin fix in the flocculation basin, and make the flocculation basin form S type runner and make the division board that the river that gets into flows into in the sedimentation basin under the effect of atmospheric pressure, supreme sedimentation zone, diversion district and the filtering area of being respectively are down followed to the sedimentation basin. By the proposal, the utility model discloses reach the purpose of purifying river water in order to satisfy equipment or the enterprise that the requirement for water quality is not high, had very high practical value and spreading value.
Description
Technical Field
The utility model belongs to the technical field of sewage treatment, specifically say, relate to a river water purification device.
Background
The river pollution refers to the phenomenon that untreated industrial wastewater, domestic sewage, farmland drainage and other harmful substances directly or indirectly enter rivers and exceed the self-purification capacity of the rivers, so that the water quality deterioration and the biological community change are caused. The river has strong diluting and self-cleaning capability and is beneficial to the diffusion and degradation of pollutants, but most of rivers are polluted to different degrees because a plurality of large industrial areas and cities in the world are built in the riverside region at present and a large amount of waste water is discharged into the river, and the river water is polluted, so the environment quality of the river is poor, and the human health is harmed.
And because river is polluted and impurity is many, water such as watering lorry in the current city all directly uses the running water, can not directly extract river and use, this can understand to a certain extent and waste water resource really, and along with the development in city, the quality of life requirement is higher, thereby use the quantity that the watering lorry removed dust to increase, so a lot of running water can be used up every day, how to be used for not high being similar to devices such as watering lorry or enterprise in order to realize the reutilization after handling current river is the technical problem that technical staff in the field need to solve urgently.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a river water purification device mainly solves devices such as the current similar watering lorry that exist among the prior art and does not have high but can't directly use the river to the quality of water requirement to cause the problem of water waste.
In order to realize the purpose, the utility model discloses a technical scheme as follows:
the utility model provides a river water purification device, includes the flocculation basin of intaking end and inlet tube intercommunication, sets up the charge device who intakes the end at the flocculation basin, intakes the sedimentation tank of end and flocculation basin play water end intercommunication to and intake the end and go out the clean water basin of water end intercommunication with the sedimentation tank, a serial communication port, including at least two the same and dislocation fixes in the flocculation basin, and make the flocculation basin form S type runner and make the river that gets into flow the division board in the sedimentation tank under the effect of atmospheric pressure in the flocculation basin, supreme sedimentation zone, water conservancy diversion district and the filtering area of being respectively are followed to the sedimentation tank, and wherein, the end of intaking of sedimentation tank is located the middle part in sedimentation zone and water conservancy diversion district, and the play water end of sedimentation tank is located the upper portion of filtering area and is less than the end of intaking of flocculation basin, still is equipped with first electric butterfly.
Further, the settling zone includes that at least one is the mud bucket of falling triangle-shaped, through pipeline one end and mud bucket bottom intercommunication and be used for the second electric butterfly valve with the inside impurity exhaust of mud bucket to and one end and inlet tube intercommunication and simultaneously with the blow off pipe of second electric butterfly valve other end intercommunication, wherein, blow off pipe and inlet tube intercommunication department are equipped with third electric butterfly valve.
Furthermore, the diversion area is composed of a plurality of inclined pipes, wherein the water inlet ends of the inclined pipes face the clean water tank, and the water outlet ends of the inclined pipes face the flocculation tank.
Specifically, the filtering area adopts a plastic water distribution plate.
Compared with the prior art, the utility model discloses following beneficial effect has:
(1) the utility model discloses in set up charge device through the front end at the flocculation basin, the river to the entering disinfects, then carry out intensive mixing through the S type runner, be favorable to better disinfection, sedimentation tank hierarchical setting simultaneously, utilize the principle that nature such as earth residue sinks to set up the mud bucket and collect, and the end of intaking of pipe chute is located clean water basin place side, design like this can filter earth residue etc. by furthest, alum blossom in aquatic also can be in landing to the mud bucket under the effect of pipe chute simultaneously, then the river of getting rid of impurity enters into the filtering area from the pipe chute, and filter through plastics water distribution plate, the clear water after the filtration gets into the clean water basin and uses in order to treat equipment or the enterprise that quality of water requirement is not high.
(2) The utility model discloses the division board that sets up and the play water end of sedimentation tank all are less than the inlet tube, have utilized the differential pressure principle effectively, have avoided whole device to use the water pump, have practiced thrift the cost, simultaneously the utility model discloses a water distribution reaction of flocculation basin and sedimentation tank's precipitation, collection mud, catchment, five principal units such as automatic washing, purification river that can be fine, and the utility model discloses the device has the cost cheap, and the treatment cost is low, advantages such as stable performance are applicable to extensive the popularization.
(3) The utility model discloses a mud bucket is the triangle-shaped that falls, is favorable to assembling impurity etc. in the bottom of mud bucket to the mud bucket is the triangle-shaped that falls, when wasing, also discharges impurity etc. more easily.
Drawings
Fig. 1 is a front view of the system structure of the present invention.
Fig. 2 is a top view of the system structure of the present invention.
In the drawings, the names of the parts corresponding to the reference numerals are as follows:
1-a flocculation tank, 2-a sedimentation tank, 3-a clean water tank, 4-a partition plate, 5-a first electric butterfly valve, 6-a mud bucket, 7-a second electric butterfly valve, 8-a sewage discharge pipe, 9-a third electric butterfly valve, 10-an inclined pipe, 11-a plastic water distribution plate, 12-a water inlet pipe and 13-a fourth electric butterfly valve.
Detailed Description
The present invention will be further described with reference to the following drawings and examples, and embodiments of the present invention include, but are not limited to, the following examples.
Examples
As shown in fig. 1 and 2, a river water purification device, including the flocculation basin 1 of intaking end and inlet tube intercommunication, set up the charge device who intakes the end at flocculation basin 1, intake end and the sedimentation basin 2 of 1 water outlet end intercommunication of flocculation basin to and intake end and the clear water basin 3 of 2 water outlet end intercommunications of sedimentation basin, including at least two the same and dislocation fix in flocculation basin 1, and make flocculation basin 1 form S type runner and make the river that gets into flow into the division board 4 in sedimentation basin 2 under the effect of atmospheric pressure in flocculation basin 1, sedimentation basin 2 is supreme sedimentation zone, diversion district and filtering area respectively from down, and wherein, the intake end of sedimentation basin 2 is located the middle part of sedimentation zone and diversion district, and the water outlet end of sedimentation basin 2 is located the upper portion of filtering area and is less than the intake end of flocculation basin 1, still is equipped with first electric butterfly valve 5 on the inlet tube simultaneously.
Use the utility model discloses a during purifier, will intake end 12 and insert the pond the inside of hoarding the river, open first electric butterfly valve 5, and add the liquid medicine (like polyaluminium chloride) that dispose in advance in charge device, take out to flocculation basin 1 through opening the river that will hoarding with the water pump of inlet tube 12 intercommunication, adjust charge device 'S the frequency of offeing medicine simultaneously, the river that gets into in flocculation basin 1 is through the runner of separating flocculation basin 1 by division board 4 and separating S type, and the division board 4' S that is connected simultaneously with flocculation basin 1 bottom and lateral wall top is less than the end of intaking in flocculation basin 1, the normal flow of river is not influenced to the vertical interval distance of the department of passing through of division board 4 under the normal condition.
The river water and the liquid medicine in the entering flocculation tank 1 are fully mixed and then are subjected to water distribution reaction to enter the sedimentation tank 2, the water inlet end of the sedimentation tank 2 is positioned in the middle of the sludge discharge hopper 6 and the inclined pipe 10, the river water entering the sedimentation tank 2 is subjected to water distribution reaction, the generated alum floc sinks into the sludge discharge hopper 6 due to the arrangement mode of the inclined pipe 10, soil impurities and the like enter the sludge discharge hopper 6 under the action of self gravity, then the river water enters the filtering area through the inclined pipe made of PPC materials and is filtered through the plastic water distribution plate 11 along with the rising of the water level, the purified clean water is positioned on the upper layer of the plastic water distribution plate 11 and enters the clean water tank 3 through the water outlet end of the sedimentation tank 2 to be stored, and water is supplied to other equipment with low requirements on water quality through the fourth electric butterfly valve 13.
The utility model discloses can be according to the turbidity of former river, this mud discharging cycle is once 12 hours, when arranging mud, close charge device, open second electric butterfly valve 7 and third electric butterfly valve 9, open when second electric butterfly valve 7, the earth of sediment can be automatic toward blow off pipe 8 whereabouts, inlet tube 12 that flocculation basin 1 is connected simultaneously is in the water inlet state always, consequently, the river that gets into sedimentation tank 2 will be through the outer blow off pipe 8 discharge of discharging of second electric butterfly valve 7, thereby take out earth, and because third electric butterfly valve 9 is in the state of opening, blow off pipe 8 of being connected with inlet tube 12 also introduces the river, thereby the discharge of earth has been accelerated.
The utility model discloses can control opening or closing of water pump, electric butterfly valve and charge device through prior art to realize intaking, add medicine, arrange a series of operations such as mud, automatic washing, and the utility model discloses well charge device that involves also is current ripe product, and the utility model discloses a purifier capital construction time limit for a project is short, easily builds, reforms transform and moves.
The above-mentioned embodiment is only the preferred embodiment of the present invention, and is not a limitation to the protection scope of the present invention, but all the changes made by adopting the design principle of the present invention and performing non-creative work on this basis should belong to the protection scope of the present invention.
Claims (4)
1. A river water purification device comprises a flocculation tank (1) with a water inlet end communicated with a water inlet pipe, a dosing device arranged at the water inlet end of the flocculation tank (1), a sedimentation tank (2) with a water inlet end communicated with the water outlet end of the flocculation tank (1), and a clean water tank (3) with a water inlet end communicated with the water outlet end of the sedimentation tank (2), and is characterized in that the flocculation tank (1) comprises at least two same partition plates (4) which are fixed in the flocculation tank (1) in a staggered manner, enable the flocculation tank (1) to form an S-shaped flow channel and enable the entering river water to flow into the sedimentation tank (2) under the action of air pressure, the sedimentation tank (2) is respectively provided with a sedimentation zone, a flow guide zone and a filtration zone from bottom to top, wherein the water inlet end of the sedimentation tank (2) is positioned in the middle of the sedimentation zone and the flow guide zone, the water outlet end of the sedimentation tank (2) is positioned at the upper part of the filtration zone and is, meanwhile, a first electric butterfly valve (5) is arranged on the water inlet pipe.
2. The river water purification device according to claim 1, wherein the settling zone comprises at least one inverted triangular sludge discharge hopper (6), a second electric butterfly valve (7) which is communicated with the bottom of the sludge discharge hopper (6) through one end of a pipeline and used for discharging impurities in the sludge discharge hopper (6), and a sewage discharge pipe (8) which is communicated with the water inlet pipe at one end and is simultaneously communicated with the other end of the second electric butterfly valve (7), wherein a third electric butterfly valve (9) is arranged at the position where the sewage discharge pipe (8) is communicated with the water inlet pipe.
3. A river water purification device according to claim 2, wherein the diversion area is composed of a plurality of inclined pipes (10), wherein the water inlet ends of the inclined pipes (10) face the clean water tank (3) and the water outlet ends face the flocculation tank (1).
4. A river water purification apparatus according to claim 3, wherein the filtering area is made of plastic water distribution plate (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920603601.XU CN209835840U (en) | 2019-04-28 | 2019-04-28 | River water purification device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920603601.XU CN209835840U (en) | 2019-04-28 | 2019-04-28 | River water purification device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209835840U true CN209835840U (en) | 2019-12-24 |
Family
ID=68915288
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920603601.XU Active CN209835840U (en) | 2019-04-28 | 2019-04-28 | River water purification device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209835840U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115771970A (en) * | 2022-12-12 | 2023-03-10 | 黔南民族师范学院 | Hydraulic engineering river sewage treatment system and method |
-
2019
- 2019-04-28 CN CN201920603601.XU patent/CN209835840U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115771970A (en) * | 2022-12-12 | 2023-03-10 | 黔南民族师范学院 | Hydraulic engineering river sewage treatment system and method |
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