CN204138468U - A kind of mine wastewater treatment for reuse system - Google Patents
A kind of mine wastewater treatment for reuse system Download PDFInfo
- Publication number
- CN204138468U CN204138468U CN201420500551.XU CN201420500551U CN204138468U CN 204138468 U CN204138468 U CN 204138468U CN 201420500551 U CN201420500551 U CN 201420500551U CN 204138468 U CN204138468 U CN 204138468U
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- China
- Prior art keywords
- siphon
- pipe
- wastewater treatment
- filter tank
- mine wastewater
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- 238000004065 wastewater treatment Methods 0.000 title claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 56
- 238000005345 coagulation Methods 0.000 claims abstract description 16
- 230000015271 coagulation Effects 0.000 claims abstract description 16
- 238000001914 filtration Methods 0.000 claims abstract description 16
- 239000010865 sewage Substances 0.000 claims abstract description 16
- 239000002699 waste material Substances 0.000 claims abstract description 12
- 238000007599 discharging Methods 0.000 claims abstract description 10
- 239000002351 wastewater Substances 0.000 claims abstract description 8
- 238000011001 backwashing Methods 0.000 claims abstract description 7
- 238000010926 purge Methods 0.000 claims abstract description 7
- 230000003068 static Effects 0.000 claims abstract description 7
- 239000003814 drug Substances 0.000 claims abstract description 6
- 238000009434 installation Methods 0.000 claims abstract description 5
- 238000000605 extraction Methods 0.000 claims description 10
- 238000009826 distribution Methods 0.000 claims description 9
- 230000000630 rising Effects 0.000 claims description 8
- 230000000694 effects Effects 0.000 claims description 7
- 230000001066 destructive Effects 0.000 claims description 6
- 238000011010 flushing procedure Methods 0.000 claims description 6
- 230000001105 regulatory Effects 0.000 claims description 6
- 239000004576 sand Substances 0.000 claims description 5
- 239000003351 stiffener Substances 0.000 claims description 5
- 239000002245 particle Substances 0.000 claims description 4
- 238000000746 purification Methods 0.000 claims description 3
- 239000000706 filtrate Substances 0.000 claims description 2
- 230000000813 microbial Effects 0.000 claims description 2
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 6
- 210000003128 Head Anatomy 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 230000000875 corresponding Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reaction Methods 0.000 description 2
- 208000008425 Protein Deficiency Diseases 0.000 description 1
- 230000001112 coagulant Effects 0.000 description 1
- 239000000701 coagulant Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003203 everyday Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000000779 smoke Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000006228 supernatant Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Abstract
The utility model relates to Recycle Technology of Waste Water field, refer to a kind of mine wastewater treatment for reuse system especially, comprise housing, unpowered filter tank, intermediate pool, settling tank and coagulation basin is divided into successively in described housing, be equipped with hand-hole above described intermediate pool, settling tank and coagulation basin, bottom described settling tank, be provided with static pressure mud discharging device; Distributing trough, outlet canal, siphoning installation, filtration unit, back-purge system and drain well is provided with in described unpowered filter tank, described intermediate pool is provided with sewage pump, described sewage pump is connected with one end of waste pipe, and the other end of described waste pipe extends in distributing trough; Described coagulation basin is provided with water inlet pipe, and the water inlet pipe in described coagulation basin goes out to be provided with medicine throwing device; The shore pipe for discharging backwashing wastewater is communicated with bottom described drain well.
Description
Technical field
The utility model relates to Recycle Technology of Waste Water field, refers to a kind of mine wastewater treatment for reuse system especially.
Background technology
Progress and the development of modern society be unable to do without water resources, and people are consuming tellurian water every day.Along with the continuous progress of mine industry, enterprise's quantity of wastewater effluent also increases day by day, considerably beyond the self-purification capacity of environment, makes water pollution day by day serious.At present, because larger for the treatment unit power consumption of mine wastewater, the defects such as cost of investment is high, technical process is long, should not manage, and as clear as crystal unlike tap water of sewage after process, still there is many suspended substances inside water, can not recycle, cause great water resource waste, make it be difficult to popularize in mine.
Utility model content
For the defect existed in prior art, the purpose of this utility model is to provide a kind of mine wastewater treatment for reuse system that can overcome above-mentioned defect.
For solving the problems of the technologies described above, embodiment of the present utility model provides a kind of mine wastewater treatment for reuse system, comprise housing, unpowered filter tank, intermediate pool, settling tank and coagulation basin is divided into successively in described housing, be equipped with hand-hole above described intermediate pool, settling tank and coagulation basin, bottom described settling tank, be provided with static pressure mud discharging device; Distributing trough, outlet canal, siphoning installation, filtration unit, back-purge system and drain well is provided with in described unpowered filter tank, described intermediate pool is provided with sewage pump, described sewage pump is connected with one end of waste pipe, and the other end of described waste pipe extends in distributing trough; Described coagulation basin is provided with water inlet pipe, and the water inlet pipe in described coagulation basin goes out to be provided with medicine throwing device; The shore pipe for discharging backwashing wastewater is communicated with bottom described drain well.
As preferably, described siphoning installation comprises siphon upcast, siphon downtake, auxiliary siphon tube, force washpipe, siphon destructing tube and extraction pipe, described distributing trough is located at top, U-tube is connected with bottom described distributing trough, the other end of described U-tube is connected with siphon upcast, the lower nozzle of siphon upcast is connected with baffle plate, umbrella shape top cover is connected with below described baffle plate, described another mouth of pipe of siphon upcast is communicated with siphon downtake, auxiliary siphon tube, force washpipe, siphon destructing tube and extraction pipe, described auxiliary siphon tube, extraction pipe is connected by threeway with pressure washpipe, and pressure washpipe should be provided with pressure flush valve, described siphon destructing tube lower nozzle is provided with siphon destructive bucket, the mouth of pipe of described siphon downtake is provided with the setter for regulating back washing strength.
As preferably, described filtration unit comprises the filter bed for filtration, purification sewage, described back-purge system comprise for collect filter bed flow out sewage and microbial film, support filter bed, filtrate is avoided to enter water distribution system, the supporting layer of even water quality when back flushing, described filter bed is positioned at below umbrella shape top cover, described supporting layer is positioned at bottom filter bed, and described filter bed is made up of natural siliceous sand, and particle diameter is between 0.2-2mm, thickness is about 600-700mm, described supporting layer is natural pebble, and particle diameter is between 2-4mm, and thickness is about 100mm.
As preferably, be provided with bottom described supporting layer wash-down water for ensureing to enter filter tank can uniformly distributing at filter tank area, also play the water distribution system of the effect of catchmenting when filtering, described water distribution system is made up of perforated pipe.
As preferably, being reserved with bottom space between bottom described water distribution system and unpowered filter tank, in described bottom space, being provided with the pillar stiffener for supporting filtration unit and back-purge system.
As preferably, be provided with the flush box for storing the water for back flushing and standard discharge in described unpowered filter tank, described flush box is connected with unpowered filter tank by being communicated with canal.
As preferably, be provided with the outlet canal and overflow weir that match in described unpowered filter tank, described outlet canal is communicated with the rising pipe be located at bottom unpowered filter tank.
As preferably, described waste pipe is provided with the dish valve for regulating pondage.
As preferably, described unpowered filter tank side is also provided with relief door.
As preferably, described housing is cuboid.
The beneficial effect of technique scheme of the present utility model is as follows: equipment dynamic consumes little, cost of investment is low, technical process is simple, be easy to management, and the sewage after process is as clear as crystal, can recycle, greatly save water resources, the advantages such as in addition, the present invention also has that floor space is little, compact construction, the low and long service life of equipment failure rate.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of mine wastewater treatment for reuse system embodiment of the present utility model.
Fig. 2 is another angle schematic diagram of Fig. 1.
[main element nomenclature]
Housing 1, unpowered filter tank 2, intermediate pool 3, settling tank 4, coagulation basin 5, manhole 6, rising pipe 7, drain well 8, blow-off pipe 9, relief door 10, medicine throwing device 11, water inlet pipe 12, static pressure mud discharging device 13, sewage pump 14, butterfly valve 15, waste pipe 16, U-tube 17, natural pebble 18, natural siliceous sand 19, outlet canal 20, umbrella shape top cover 21, supporting layer 22, bottom space 23, filter bed 24, baffle plate 25, siphon destructive bucket 26, flush box 27, perforated pipe 28, pillar stiffener 29, be communicated with canal 30, setter 31, siphon downtake 32, auxiliary siphon tube 33, force flush valve 34, extraction pipe 35, force washpipe 36, siphon destructing tube 37, siphon upcast 38, distributing trough 39, overflow weir 40.
Embodiment
For making the technical problems to be solved in the utility model, technical scheme and advantage clearly, be described in detail below in conjunction with the accompanying drawings and the specific embodiments.
The utility model provides a kind of mine wastewater treatment for reuse system for existing deficiency, shown in Fig. 1 and Fig. 2, comprise housing 1, unpowered filter tank 2, intermediate pool 3, settling tank 4, coagulation basin 5, manhole 6, rising pipe 7, drain well 8, blow-off pipe 9, relief door 10, medicine throwing device 11, water inlet pipe 12, static pressure mud discharging device 13, sewage pump 14, butterfly valve 15, waste pipe 16, U-shaped water inlet pipe 17, natural pebble 18, natural siliceous sand 19, outlet canal 20, umbrella shape top cover 21, supporting layer 22, bottom space 23, filter bed 24, baffle plate 25, siphon destructive bucket 26, flush box 27, perforated pipe 28, pillar stiffener 29, be communicated with canal 30, setter 31, siphon downtake 32, auxiliary siphon tube 33, force flush valve 34, extraction pipe 35, force washpipe 36, siphon destructing tube 37, siphon upcast 38, distributing trough 39, overflow weir 40.
Wherein manhole 6 is all established at coagulation basin 5, settling tank 4 and intermediate pool 3 top, and side, unpowered filter tank 2 is provided with relief door 10, is convenient to post facility and safeguards and maintenance.
A kind of embodiment of the utility model: when the system is operated, first former water enter coagulation basin 5 through water inlet pipe 12, adds coagulating agent by medicine throwing device 11, carries out coagulating, improves follow-up filtering basin efficiency.Gravity flow afterwards enters settling tank 4, and carry out mud-water separation, supernatant liquor enters intermediate pool 3, and the mud of precipitation is through the outer row of static pressure mud discharging device 13.The ad hoc intermediate pool 3 of the present invention, except the water in settlement on storage pond 4, can also play the effect of regulating pondage; Adopt static pressure mud discharging device 13, improve and rely on sludge pump spoil disposal to increase the problem of cost and complicated operation in the past.
The sewage entering intermediate pool 3 is promoted in distributing trough 39 through waste pipe 16 by sewage pump 14, and the water yield is controlled by butterfly valve 15.Water enters siphon upcast 38 by U-shaped water inlet pipe 17 afterwards, the energy dissipating of the baffle plate 25 again below umbrella shape top cover 21 and dissemination, be uniformly distributed on filter bed 24, filter through natural siliceous sand 19, entering bottom space 23 through the natural pebble 18 of supporting layer 22, water distribution system perforated pipe 28 again, then rising to flush box 27 through being communicated with canal 30.Along with the carrying out of filtering, the water level in flush box 27 rises gradually, and the water level in siphon upcast 38 is corresponding rising also, and after water level reaches overflow weir 40 top of outlet canal 20, overflow enters in canal, eventually passes rising pipe 7 and is discharged by clear water.Pillar stiffener 29 is provided with, for supporting whole filtration and backwashing system in bottom space 23.The effect of U-shaped water inlet pipe drain trap is when preventing filter back washing, and air enters siphon pipe by water inlet pipe thus destroys siphon.
When just putting into operation in filter tank, water surface difference inside and outside siphon upcast 17 reflects head loss when clean filter bed filters, along with the carrying out of filtering, filter bed 24 head loss increases gradually, siphon upcast 38 median water level is corresponding to rise gradually, before reaching auxiliary siphon tube 33, be compressed by the air that water squeezes in siphon upcast 38, pass into air from siphon downtake 32 exit end.When the water level in siphon upcast 38 exceedes the upper end mouth of pipe of auxiliary siphon tube 33, water just flows down from auxiliary siphon tube 33, the vacuum relying on descent waterflow to be formed and current hold gas effect under the arm, extraction pipe 35 constantly by siphon pipe air take away, vacuum tightness in siphon pipe is increased gradually.Its result, the water level on the one hand in siphon upcast 38 raises, and the water in drain well 8 is drawn to certain altitude by siphon downtake 32 on the other hand.When the water of siphon upcast 38 is crossed siphon pipe top and falls, in pipe, vacuum tightness sharply increases, when acquiring a certain degree, rising water column in falling water flow and siphon downtake 32 converges into one and goes out siphon nozzle, residual air in pipe is all taken away, form serial siphon current, rinse and start.After siphon is formed, the water of flush box 27 is along the contrary direction of filtering basin, and by being communicated with canal 30 from below to up through unpowered filter tank 2, rinse filter bed 24, flushing waste water enters siphon upcast 38, is discharged by blow-off pipe 9 through drain well 8.
Mine wastewater treatment for reuse system is in flushing process, the water level of flush box 27 declines gradually, when dropping to below siphon destructive bucket 26 edge mouth, siphon destructing tube 37 blots the water in siphon destructive bucket 26, and the mouth of pipe surfaces, and a large amount of air enters siphon pipe by siphon destructing tube 37, siphon is destroyed, rinse and stop, the water level in siphon upcast returns and falls, and filters and starts again.
The backwash rate in unpowered filter tank 2 can be regulated by washing strength regulator 31.Advantage of the present invention is that unpowered filter tank 2 can realize rinsing completely automatically, saves major valve relief door.If but because some reason causes filter bed 24 to need to clean in advance, can open and force flush valve relief door 34, at extraction pipe 35, auxiliary siphon tube 33 with force the be connected high velocity flow of threeway place of washpipe 36 to produce and strong smoke effect, siphon is formed very soon.
The above is preferred implementation of the present utility model; should be understood that; for those skilled in the art; under the prerequisite not departing from principle described in the utility model; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (10)
1. a mine wastewater treatment for reuse system, comprise housing, it is characterized in that, in described housing, be divided into unpowered filter tank, intermediate pool, settling tank and coagulation basin successively, be equipped with hand-hole above described intermediate pool, settling tank and coagulation basin, bottom described settling tank, be provided with static pressure mud discharging device; Distributing trough, outlet canal, siphoning installation, filtration unit, back-purge system and drain well is provided with in described unpowered filter tank, described intermediate pool is provided with sewage pump, described sewage pump is connected with one end of waste pipe, and the other end of described waste pipe extends in distributing trough; Described coagulation basin is provided with water inlet pipe, and the water inlet pipe in described coagulation basin goes out to be provided with medicine throwing device; The shore pipe for discharging backwashing wastewater is communicated with bottom described drain well.
2. a kind of mine wastewater treatment for reuse system according to claim 1, it is characterized in that, described siphoning installation comprises siphon upcast, siphon downtake, auxiliary siphon tube, force washpipe, siphon destructing tube and extraction pipe, described distributing trough is located at top, U-tube is connected with bottom described distributing trough, the other end of described U-tube is connected with siphon upcast, the lower nozzle of siphon upcast is connected with baffle plate, umbrella shape top cover is connected with below described baffle plate, described another mouth of pipe of siphon upcast is communicated with siphon downtake, auxiliary siphon tube, force washpipe, siphon destructing tube and extraction pipe, described auxiliary siphon tube, extraction pipe is connected by threeway with pressure washpipe, and pressure washpipe should be provided with pressure flush valve, described siphon destructing tube lower nozzle is provided with siphon destructive bucket, the mouth of pipe of described siphon downtake is provided with the setter for regulating back washing strength.
3. a kind of mine wastewater treatment for reuse system according to claim 2, it is characterized in that, described filtration unit comprises the filter bed for filtration, purification sewage, described back-purge system comprise for collect filter bed flow out sewage and microbial film, support filter bed, filtrate is avoided to enter water distribution system, the supporting layer of even water quality when back flushing, described filter bed is positioned at below umbrella shape top cover, described supporting layer is positioned at bottom filter bed, described filter bed is made up of natural siliceous sand, particle diameter is between 0.2-2mm, thickness is about 600-700mm, described supporting layer is natural pebble, particle diameter is between 2-4mm, thickness is about 100mm.
4. a kind of mine wastewater treatment for reuse system according to claim 3, it is characterized in that, be provided with bottom described supporting layer wash-down water for ensureing to enter filter tank can uniformly distributing at filter tank area, also play the water distribution system of the effect of catchmenting when filtering, described water distribution system is made up of perforated pipe.
5. a kind of mine wastewater treatment for reuse system according to claim 4, it is characterized in that, being reserved with bottom space between bottom described water distribution system and unpowered filter tank, in described bottom space, being provided with the pillar stiffener for supporting filtration unit and back-purge system.
6. a kind of mine wastewater treatment for reuse system according to claim 1 to 5 any one, it is characterized in that, be provided with the flush box for storing the water for back flushing and standard discharge in described unpowered filter tank, described flush box is connected with unpowered filter tank by being communicated with canal.
7. a kind of mine wastewater treatment for reuse system according to claim 6, it is characterized in that, be provided with the outlet canal and overflow weir that match in described unpowered filter tank, described outlet canal is communicated with the rising pipe be located at bottom unpowered filter tank.
8. a kind of mine wastewater treatment for reuse system according to claim 7, it is characterized in that, described waste pipe is provided with the dish valve for regulating pondage.
9. a kind of mine wastewater treatment for reuse system according to claim 8, is characterized in that, described unpowered filter tank side is also provided with relief door.
10. a kind of mine wastewater treatment for reuse system according to claim 9, it is characterized in that, it is characterized in that, described housing is cuboid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420500551.XU CN204138468U (en) | 2014-09-01 | 2014-09-01 | A kind of mine wastewater treatment for reuse system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420500551.XU CN204138468U (en) | 2014-09-01 | 2014-09-01 | A kind of mine wastewater treatment for reuse system |
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| Publication Number | Publication Date |
|---|---|
| CN204138468U true CN204138468U (en) | 2015-02-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420500551.XU Expired - Fee Related CN204138468U (en) | 2014-09-01 | 2014-09-01 | A kind of mine wastewater treatment for reuse system |
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| Country | Link |
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| CN (1) | CN204138468U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284588A (en) * | 2016-08-18 | 2017-01-04 | 天津沃佰艾斯科技有限公司 | A kind of rainwater treatment that can be used for sponge city and stocking system |
| CN107115715A (en) * | 2017-04-26 | 2017-09-01 | 中国科学院、水利部成都山地灾害与环境研究所 | Feed ditch pollution treatment device, feed ditch pollution treatment system and feed ditch contamination governing method |
| CN107986513A (en) * | 2018-01-10 | 2018-05-04 | 中国水利水电第十六工程局有限公司 | A kind of circular configuration water treatment facilities and preparation method thereof |
-
2014
- 2014-09-01 CN CN201420500551.XU patent/CN204138468U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284588A (en) * | 2016-08-18 | 2017-01-04 | 天津沃佰艾斯科技有限公司 | A kind of rainwater treatment that can be used for sponge city and stocking system |
| CN106284588B (en) * | 2016-08-18 | 2018-05-18 | 天津沃佰艾斯科技有限公司 | A kind of rainwater treatment and stocking system available for sponge city |
| CN107115715A (en) * | 2017-04-26 | 2017-09-01 | 中国科学院、水利部成都山地灾害与环境研究所 | Feed ditch pollution treatment device, feed ditch pollution treatment system and feed ditch contamination governing method |
| CN107115715B (en) * | 2017-04-26 | 2023-01-10 | 中国科学院、水利部成都山地灾害与环境研究所 | Irrigation ditch pollution control device, irrigation ditch pollution control system and irrigation ditch pollution control method |
| CN107986513A (en) * | 2018-01-10 | 2018-05-04 | 中国水利水电第十六工程局有限公司 | A kind of circular configuration water treatment facilities and preparation method thereof |
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Legal Events
| Date | Code | Title | Description |
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| 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: 20150204 Termination date: 20170901 |
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| CF01 | Termination of patent right due to non-payment of annual fee |