CN204874215U - Novel traditional chinese medicine waste water treatment equipment - Google Patents
Novel traditional chinese medicine waste water treatment equipment Download PDFInfo
- Publication number
- CN204874215U CN204874215U CN201520645098.6U CN201520645098U CN204874215U CN 204874215 U CN204874215 U CN 204874215U CN 201520645098 U CN201520645098 U CN 201520645098U CN 204874215 U CN204874215 U CN 204874215U
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- Prior art keywords
- pool
- pond
- traditional chinese
- chinese medicine
- waste water
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- 239000003814 drug Substances 0.000 title claims abstract description 44
- 238000004065 wastewater treatment Methods 0.000 title abstract description 6
- 239000002351 wastewater Substances 0.000 claims abstract description 31
- 239000010802 sludge Substances 0.000 claims abstract description 14
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 13
- 238000004659 sterilization and disinfection Methods 0.000 claims abstract description 10
- 238000007599 discharging Methods 0.000 claims abstract description 8
- 239000013049 sediment Substances 0.000 claims abstract description 8
- 230000007062 hydrolysis Effects 0.000 claims abstract description 7
- 238000006460 hydrolysis reaction Methods 0.000 claims abstract description 7
- 239000010865 sewage Substances 0.000 claims description 18
- 239000000463 material Substances 0.000 claims description 11
- 230000008021 deposition Effects 0.000 claims description 10
- 238000012856 packing Methods 0.000 claims description 9
- 230000001954 sterilising effect Effects 0.000 claims description 9
- 230000015271 coagulation Effects 0.000 claims description 8
- 238000005345 coagulation Methods 0.000 claims description 8
- 238000005188 flotation Methods 0.000 claims description 8
- 238000011001 backwashing Methods 0.000 claims description 6
- 238000006385 ozonation reaction Methods 0.000 claims description 6
- 230000020477 pH reduction Effects 0.000 claims description 6
- 238000010992 reflux Methods 0.000 claims description 6
- 239000000126 substance Substances 0.000 claims description 6
- 238000001816 cooling Methods 0.000 claims description 5
- 238000005868 electrolysis reaction Methods 0.000 claims description 4
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 claims description 3
- 230000000630 rising effect Effects 0.000 claims description 3
- 238000004062 sedimentation Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 4
- 239000002893 slag Substances 0.000 abstract 2
- 230000003647 oxidation Effects 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 17
- 239000007789 gas Substances 0.000 description 10
- 238000004519 manufacturing process Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000001580 bacterial effect Effects 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 238000002386 leaching Methods 0.000 description 2
- 239000012528 membrane Substances 0.000 description 2
- 239000002957 persistent organic pollutant Substances 0.000 description 2
- CVTZKFWZDBJAHE-UHFFFAOYSA-N [N].N Chemical class [N].N CVTZKFWZDBJAHE-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 235000011389 fruit/vegetable juice Nutrition 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
Landscapes
- Water Treatment By Electricity Or Magnetism (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
Abstract
The utility model provides a novel traditional chinese medicine waste water treatment equipment, its along the flow direction of traditional chinese medicine waste water according to the preface includes thick grid pond, preaeration equalizing basin, anaerobism pond, hydrolysis -acidification pool, contact oxidation tank, eventually heavy pond, disinfection pond, retrieval and utilization pond and sludge impoundment connect gradually, wherein: still including thoughtlessly congealing slag settling tank before the thick grid pond, be equipped with one -level air supporting pond, second grade air supporting pond and the template electrolytic bath that declines between preaeration equalizing basin and the anaerobism pond in proper order, it is equipped with in traditional chinese medicine waste water entrance that charge device, bottom are equipped with sediment discharging equipment, the exit is equipped with rotary drum formula dross removal mechanism thoughtlessly to congeal slag settling tank, traditional chinese medicine waste water passes through to flow in behind the rotary drum formula dross removal mechanism preaeration equalizing basin, sediment discharging equipment meets with the sludge impoundment. The utility model discloses slow down the subsequent processing system loading, improve traditional chinese medicine waste water biodegradability and make the waste water treatment effect promoted by a wide margin.
Description
Technical field
The utility model relates to traditional Chinese medicine wastewater treatment facility, particularly a kind of new medicine sewage treatment equipment.
Background technology
The production major part of Chinese patent medicine all adopts water soluble method.The production process of water soluble method comprises wash, boils and carry and preparation three steps.A large amount of waste water can be produced, the wash-down water that waste water mainly comprises the rinse water of raw material, former medicine decocts juice raffinate and ground in the production leaching process of Chinese patent medicine.In the production leaching process of Chinese patent medicine, production technique produces a large amount of waste water, causes environmental pollution, and the development of Chinese patent medicine industry is restricted.
Traditional traditional Chinese medicine wastewater treatment facility is all filtered through coarse rack by pharmacy waste water, after removing a large amount of suspended matters, enter the adjustment that equalizing tank carries out water quality and quantity, and primary deposition, the water outlet of equalizing tank is promoted to efficient air-floating pond by pump, suspended pollution material is removed further by dosing air supporting, oil substances also has certain organic pollutant and is removed, flow to into MBR reactor anoxic section, aerobic biochemical pool is entered after the biodegradability of further removal COD and raising waste water, organic pollutant in a large amount of abatement waste water is also by the ammonia nitrogen class material in nitrated reduction water, through the waste water of abundant biochemical treatment after the efficient sub-argument of membrane module in membrane cisterna, obtain the water outlet of qualified discharge.
Above-mentioned traditional Chinese medicine wastewater treatment facility lacks coagulation detritus pool, be difficult to traditional Chinese medicine wastewater floating matter and macrobead suspended substance are effectively removed, add the load of aftertreatment systems, traditional Chinese medicine wastewater causes bacterial death in the existence of subsequent biochemical system because wastewater temperature is too high, traditional Chinese medicine wastewater biodegradability is poor, makes water treatment effect be difficult to significantly promote, and power consumption increases, air flotation pool is long-pending block easily, blocking.
Summary of the invention
In order to overcome the above-mentioned shortcoming of prior art, the purpose of this utility model is to provide that slow down aftertreatment systems load, that raising traditional Chinese medicine wastewater biodegradability makes water treatment effect be improved significantly a kind of new medicine sewage treatment equipment.
The utility model solves the technical scheme that its technical problem adopts: a kind of new medicine sewage treatment equipment, its flow direction along traditional Chinese medicine wastewater sequentially comprises coarse rack pond, preaeration equalizing tank, anaerobic pond, hydrolysis acidification pool, contact-oxidation pool, final deposition pool, sterilization pool, reuse pool is connected successively with sludge sump, wherein: before described coarse rack pond, also include coagulation detritus pool, one-level air flotation pool is provided with successively between described preaeration equalizing tank and anaerobic pond, secondary air-floatation pond and template type micro cell, described coagulation detritus pool is provided with chemicals dosing plant in traditional Chinese medicine wastewater ingress, bottom is provided with sediment discharge equipment, exit is provided with drum-type deslagging device, described traditional Chinese medicine wastewater is by flowing into preaeration equalizing tank after drum-type deslagging device, described sediment discharge equipment connects with sludge sump, described preaeration equalizing tank is provided with cooling tower and sewage lifter, described sewage lifter is provided with rising pipe and is connected with one-level air flotation pool, described secondary air-floatation pond is provided with outlet conduit and flows into template type micro cell, template type micro-electrolysis device and back washing device is provided with in described template type micro cell.
As further improvement of the utility model: described preaeration equalizing tank is also provided with the first aerating system, described first aerating system includes preaerator and the first gas blower, described preaerator is placed in the bottom of preaeration equalizing tank, power is provided by the first gas blower, anti-device of air is provided with bottom described template type micro cell, described back washing device is connected with the first gas blower, described contact-oxidation pool is provided with the second aerating system, described second aerating system includes aerating apparatus and the second gas blower, described aerating apparatus is placed in the bottom of contact-oxidation pool, and be connected with the second gas blower.
As further improvement of the utility model: be provided with rotary type coarse rack in described coarse rack pond.
As further improvement of the utility model: be respectively equipped with the first combination biologic packing material, the second combination biologic packing material and the 3rd combination biologic packing material in described anaerobic pond, hydrolysis acidification pool, contact-oxidation pool.
As further improvement of the utility model: described final deposition pool is also provided with and adds medicine device, mud homogeneous sedimentation device and mud discharging and reflux, is provided with a branch road is connected with sludge sump bottom described final deposition pool with mud discharging and reflux.
As further improvement of the utility model: described sterilization pool is provided with ozonization plant, described ozonization plant is provided with ozone spout in the bottom of sterilization pool.
As further improvement of the utility model: be provided with for reuse water device in described reuse pool, by outside of drawing water out for reuse water device.
As further improvement of the utility model: be provided with plate-and-frame filter press in described sludge sump, by plate-and-frame filter press, compression press filtration is carried out to mud and become mud cake to send outside.
Compared with prior art, the beneficial effects of the utility model are:
1. increase coagulation detritus pool, traditional Chinese medicine wastewater floating matter and macrobead suspended substance can be made effectively to be removed, to slow down aftertreatment systems load.
2. increase cooling tower, waste water is lowered the temperature, avoids subsequent biochemical system to cause bacterial death because wastewater temperature is too high.
3. increase template type micro cell, because traditional Chinese medicine wastewater biodegradability is poor, increase micro cell and biochemical property can be made to improve, water treatment effect is improved significantly.Whole template directly can be taken out and be carried out cleaning and changing by template type micro-electrolysis device.
4. secondary air-floatation pond, prevents air flotation pool from amassing block and blocking.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Embodiment
Existing accompanying drawings and embodiment further illustrate the utility model:
With reference to figure 1, a kind of new medicine sewage treatment equipment, its flow direction along traditional Chinese medicine wastewater sequentially comprises coarse rack pond 2, preaeration equalizing tank 3, anaerobic pond 7, hydrolysis acidification pool 8, contact-oxidation pool 9, final deposition pool 10, sterilization pool 11, reuse pool 12 is connected successively with sludge sump 13, rotary type coarse rack 17 is provided with in described coarse rack pond 2, coagulation detritus pool 1 is also included before described coarse rack pond 2, one-level air flotation pool 4 is provided with successively between described preaeration equalizing tank 3 and anaerobic pond 7, secondary air-floatation pond 5 and template type micro cell 6, described coagulation detritus pool 1 is provided with chemicals dosing plant 14 in traditional Chinese medicine wastewater ingress, bottom is provided with sediment discharge equipment 15, exit is provided with drum-type deslagging device 16, described traditional Chinese medicine wastewater is by flowing into preaeration equalizing tank 3 after drum-type deslagging device 16, described sediment discharge equipment 15 connects with sludge sump 13, described preaeration equalizing tank 3 is provided with cooling tower 19 and sewage lifter 20, described cooling tower 19 makes waste water lower the temperature, subsequent biochemical system is avoided to cause bacterial death because wastewater temperature is too high, described sewage lifter 20 is provided with rising pipe and is connected with one-level air flotation pool 4, described secondary air-floatation pond 5 is provided with outlet conduit and flows into template type micro cell 6, template type micro-electrolysis device 21 and back washing device 22 is provided with in described template type micro cell 6.
Described preaeration equalizing tank 3 is also provided with the first aerating system, described first aerating system includes preaerator 18 and the first gas blower, described preaerator 18 is placed in the bottom of preaeration equalizing tank 3, power is provided by the first gas blower, bottom described template type micro cell, 6 are provided with anti-device of air 22, described back washing device 22 is connected with the first gas blower, described contact-oxidation pool 9 is provided with the second aerating system, described second aerating system includes aerating apparatus 26 and the second gas blower, described aerating apparatus 26 is placed in the bottom of contact-oxidation pool 9, and be connected with the second gas blower.
Be respectively equipped with the first combination biologic packing material 23, second in described anaerobic pond 7, hydrolysis acidification pool 8, contact-oxidation pool 9 and combine biologic packing material 24 and the 3rd combination biologic packing material 25.
Described final deposition pool 10 is also provided with and adds medicine device 27, mud homogeneous sedimentation device 28 and mud discharging and reflux, is provided with a branch road is connected with sludge sump 13 bottom described final deposition pool 10 with mud discharging and reflux.
Described sterilization pool 11 is provided with ozonization plant 29, and described ozonization plant 29 is provided with ozone spout in the bottom of sterilization pool.
Be provided with for reuse water device 30 in described reuse pool 12, by outside of drawing water out for reuse water device 30.
Be provided with plate-and-frame filter press 31 in described sludge sump 13, carry out compression press filtration by plate-and-frame filter press 31 pairs of mud and become mud cake to send outside.
In sum; after those of ordinary skill in the art reads the utility model file; make other various corresponding conversion scheme according to the technical solution of the utility model and technical conceive without the need to creative brainwork, all belong to the scope that the utility model is protected.
Claims (7)
1. a new medicine sewage treatment equipment, its flow direction along traditional Chinese medicine wastewater sequentially comprises coarse rack pond, preaeration equalizing tank, anaerobic pond, hydrolysis acidification pool, contact-oxidation pool, final deposition pool, sterilization pool, reuse pool is connected successively with sludge sump, it is characterized in that: before described coarse rack pond, also include coagulation detritus pool, one-level air flotation pool is provided with successively between described preaeration equalizing tank and anaerobic pond, secondary air-floatation pond and template type micro cell, described coagulation detritus pool is provided with chemicals dosing plant in traditional Chinese medicine wastewater ingress, bottom is provided with sediment discharge equipment, exit is provided with drum-type deslagging device, described traditional Chinese medicine wastewater is by flowing into preaeration equalizing tank after drum-type deslagging device, described sediment discharge equipment connects with sludge sump, described preaeration equalizing tank is provided with cooling tower and sewage lifter, described sewage lifter is provided with rising pipe and is connected with one-level air flotation pool, described secondary air-floatation pond is provided with outlet conduit and flows into template type micro cell, template type micro-electrolysis device and back washing device is provided with in described template type micro cell.
2. a kind of new medicine sewage treatment equipment according to claim 1, it is characterized in that: described preaeration equalizing tank is also provided with the first aerating system, described first aerating system includes preaerator and the first gas blower, described preaerator is placed in the bottom of preaeration equalizing tank, power is provided by the first gas blower, anti-device of air is provided with bottom described template type micro cell, described back washing device is connected with the first gas blower, described contact-oxidation pool is provided with the second aerating system, described second aerating system includes aerating apparatus and the second gas blower, described aerating apparatus is placed in the bottom of contact-oxidation pool, and be connected with the second gas blower.
3. a kind of new medicine sewage treatment equipment according to claim 1, is characterized in that: be provided with rotary type coarse rack in described coarse rack pond.
4. a kind of new medicine sewage treatment equipment according to claim 1, is characterized in that: be respectively equipped with the first combination biologic packing material, the second combination biologic packing material and the 3rd combination biologic packing material in described anaerobic pond, hydrolysis acidification pool, contact-oxidation pool.
5. a kind of new medicine sewage treatment equipment according to claim 1, it is characterized in that: described final deposition pool is also provided with and adds medicine device, mud homogeneous sedimentation device and mud discharging and reflux, is provided with a branch road is connected with sludge sump bottom described final deposition pool with mud discharging and reflux.
6. a kind of new medicine sewage treatment equipment according to claim 1, is characterized in that: described sterilization pool is provided with ozonization plant, and described ozonization plant is provided with ozone spout in the bottom of sterilization pool.
7. a kind of new medicine sewage treatment equipment according to claim 1, is characterized in that: be provided with plate-and-frame filter press in described sludge sump.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520645098.6U CN204874215U (en) | 2015-08-25 | 2015-08-25 | Novel traditional chinese medicine waste water treatment equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520645098.6U CN204874215U (en) | 2015-08-25 | 2015-08-25 | Novel traditional chinese medicine waste water treatment equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204874215U true CN204874215U (en) | 2015-12-16 |
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ID=54818612
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520645098.6U Expired - Fee Related CN204874215U (en) | 2015-08-25 | 2015-08-25 | Novel traditional chinese medicine waste water treatment equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204874215U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106316005A (en) * | 2016-11-09 | 2017-01-11 | 云南炳森环境工程有限公司 | Method and device for deeply treating extraction wastewater of Chinese traditional medicine |
| WO2024234814A1 (en) * | 2023-05-16 | 2024-11-21 | 上海依科绿色工程有限公司 | A2o-mbr integrated low-concentration organic wastewater treatment system |
-
2015
- 2015-08-25 CN CN201520645098.6U patent/CN204874215U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106316005A (en) * | 2016-11-09 | 2017-01-11 | 云南炳森环境工程有限公司 | Method and device for deeply treating extraction wastewater of Chinese traditional medicine |
| WO2024234814A1 (en) * | 2023-05-16 | 2024-11-21 | 上海依科绿色工程有限公司 | A2o-mbr integrated low-concentration organic wastewater treatment system |
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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: 20151216 Termination date: 20170825 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |