CN203807300U - Double-pulse sewage treatment system - Google Patents
Double-pulse sewage treatment system Download PDFInfo
- Publication number
- CN203807300U CN203807300U CN201420144910.2U CN201420144910U CN203807300U CN 203807300 U CN203807300 U CN 203807300U CN 201420144910 U CN201420144910 U CN 201420144910U CN 203807300 U CN203807300 U CN 203807300U
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- Prior art keywords
- pulse
- aerobic
- sewage treatment
- pond
- tank
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Abstract
The utility model discloses a double-pulse sewage treatment system. The double-pulse sewage treatment system comprises a water storage tank 1, a lifting pump 1, an anaerobic pulse reaction tank, a water storage tank 2, a lifting pump 2, and an aerobic pulse reaction tank, wherein the water storage tank 1 is connected with the anaerobic pulse reaction tank by virtue of the lifting pump 1; the anaerobic pulse reaction tank is connected with the water storage tank 2; the water storage tank 2 is connected with the aerobic pulse reaction tank by virtue of the lifting pump 2. The double-pulse sewage treatment system disclosed by the utility model is compact in structure, small in floor space, high in oxygen gas utilization rate, high in pollutant removal rate and better in treatment effect for livestock breeding sewage with higher inlet water concentration, can be used for improving the utilization rate of the oxygen gas in the sewage treatment and effectively lowering the operation cost of the sewage treatment equipment, and can be applied to municipal wastewater, rural centralized domestic sewage treatment, livestock breeding wastewater, industrial wastewater, and the like.
Description
Technical field
The utility model relates to a kind of energy-efficient Sewage treatment systems, relates to more specifically a kind of two pulse Sewage treatment systems.
Background technology
In sewage treatment industry, generally need to adopt anaerobic technique, aerobic process and advanced treatment combined process could realize the qualified discharge of sewage at present; Treatment scheme complexity, floor space is larger, and capital cost and working cost are higher.
For aerobic process, be generally to realize the aerobic environment in Sewage treatment systems by aeration now.In traditional aerating system, boring aeration coefficient of oxygen utilization is less than 7%, and micro-pore aeration coefficient of oxygen utilization is only also between 20%～30%, has caused serious energy dissipation.
In order to make sewage disposal advanced treatment process up to standard and that increase generally adopt artificial swamp, the ecological engineerings such as oxidation pond, these technology ubiquity winter temperatures move the problem of poor effect when lower.
Therefore, still need at present further to improve existing Sewage treatment systems, do not increasing treatment facility, do not improve under the prerequisite of capital construction and working cost, improve effluent quality.
Summary of the invention
The purpose of this utility model is to provide a kind of energy-efficient Sewage treatment systems, gathers to reach structure joint, and floor space is little; The clearance of pollutent is high, improves the utilization ratio of oxygen in sewage disposal, effectively reduces the object of the running cost of sewage disposal device.
The purpose of this utility model is achieved through the following technical solutions:
A kind of two pulse Sewage treatment systems, comprising: 1# tank, 1# lift pump, anaerobism pulse reaction pond, 2# tank, 2# lift pump, aerobic pulse reaction pond; Described 1# tank is connected with anaerobism pulse reaction pond through 1# lift pump, and described anaerobism pulse reaction pond is connected with 2# tank, and described 2# tank is connected with aerobic pulse reaction pond through 2# lift pump.
Described anaerobism pulse reaction pond comprises anaerobic pond, surge generator, producer pipe connecting, water distributor, biogas chamber, triphase separator, effluent weir; The top of described anaerobic pond is provided with surge generator, be respectively equipped with water inlet pipe, inlet pipe and escape pipe in the upper end of surge generator, described inlet pipe is connected with the biogas chamber in anaerobic pond, described escape pipe, in anaerobic pond upper space, is provided with producer pipe connecting and is directly communicated to the water distributor of anaerobic pond bottom in surge generator bottom; Described effluent weir is arranged on anaerobic pond top, and described triphase separator is arranged on anaerobic pond middle and upper part.
Described aerobic pulse reaction pond comprises Aerobic Pond, surge generator, producer pipe connecting, water distributor, air supporting reliever, water inlet pipe, tensimeter, oxygen enrichment blower fan, inlet pipe, effluent weir; The top of described Aerobic Pond is provided with surge generator, be respectively equipped with water inlet pipe, inlet pipe and tensimeter in the upper end of surge generator, described inlet pipe is connected with oxygen enrichment blower fan, described surge generator bottom is provided with producer pipe connecting and is directly communicated to the water distributor of Aerobic Pond bottom, and described water distributor is provided with air supporting producer; Described effluent weir is arranged on Aerobic Pond top.Described air supporting reliever is arranged on water distributor, is evenly distributed in bottom, aerobic pulse reaction pond, and its packing density is 1/m
2.
First sewage enter 1# tank, then enters anaerobism pulse reaction pond through 1# lift pump, and the pond water outlet of anaerobism pulse reaction enters 2# tank, and then enter aerobic pulse reaction pond through 2# lift pump, aerobic pulse reaction pond water outlet qualified discharge.
Of the present utility model producing effect:
The utility model two pulse Sewage treatment systems, has structure joint and gathers, and floor space is little; Oxygen utilization efficiency is high, and pollutants removal rate is high, and the livestock and poultry cultivation sewage higher for influent concentration also has good treatment effect; Improve the utilization ratio of oxygen in sewage disposal, effectively reduced the running cost of sewage disposal device; Can be applicable to municipal wastewater, the centralized sanitary sewage disposal in rural area, livestock breeding wastewater and trade effluent etc.
Brief description of the drawings
Fig. 1 is the schematic diagram of a kind of two pulse Sewage treatment systems of the present utility model.
In Fig. 1,1-1# tank, 2-1# lift pump, 3-anaerobism pulse reaction pond, 4-2# tank, 5-2# lift pump, the aerobic pulse reaction of 6-pond, 31-surge generator, 32-producer pipe connecting, 33-water distributor, 34-biogas chamber, 35-triphase separator, 36-effluent weir, 37-water inlet pipe, 38-inlet pipe, 39-escape pipe, 61-surge generator, 62-producer pipe connecting, 63-water distributor, 64-air supporting reliever, 65-water inlet pipe, 66-inlet pipe, 67-oxygen enrichment blower fan, 68-tensimeter, 69-effluent weir.
Embodiment
With specific embodiment, the utility model is described further by reference to the accompanying drawings.
As shown in Figure 1, a kind of two pulse Sewage treatment systems, comprising: 1# tank 1,1# lift pump 2, anaerobism pulse reaction pond 3,2# tank 4,2# lift pump 5, aerobic pulse reaction pond 6; Described 1# tank 1 is connected with anaerobism pulse reaction pond 3 through 1# lift pump 2, and described anaerobism pulse reaction pond 3 is connected with 2# tank 4, and described 2# tank 4 is connected with aerobic pulse reaction pond 6 through 2# lift pump 5.
Described anaerobism pulse reaction pond comprises: anaerobic pond, surge generator 31, producer pipe connecting 32, water distributor 33, biogas chamber 34, triphase separator 35, effluent weir 36; The top of described anaerobic pond is provided with surge generator 31, be respectively equipped with water inlet pipe 37, inlet pipe 38 and escape pipe 39 in the upper end of surge generator 31, described inlet pipe 38 is connected with the biogas chamber 34 in anaerobic pond, described escape pipe 39, in anaerobic pond upper space, is provided with producer pipe connecting 32 and is directly communicated to the water distributor 33 of anaerobic pond bottom in surge generator 31 bottoms; Described effluent weir 36 is arranged on anaerobic pond top, and described triphase separator 35 is arranged on anaerobic pond middle and upper part.
Described aerobic pulse reaction pond comprises: Aerobic Pond, surge generator 61, producer pipe connecting 62, water distributor 63, air supporting reliever 64, water inlet pipe 65, inlet pipe 66, oxygen enrichment blower fan 67, tensimeter 68, effluent weir 69; The top of described Aerobic Pond is provided with surge generator 61, be respectively equipped with water inlet pipe 65, inlet pipe 66 and tensimeter 68 in the upper end of surge generator 61, described inlet pipe 66 is connected with oxygen enrichment blower fan 67, described surge generator 61 bottoms are provided with producer pipe connecting 62 and are directly communicated to the water distributor 63 of Aerobic Pond bottom, described water distributor 63 is provided with air supporting producer 64, described air supporting reliever 64 is arranged on water distributor 63, be evenly distributed in bottom, aerobic pulse reaction pond, its packing density is 1/m
2; Described effluent weir 69 is arranged on Aerobic Pond top.
First sewage enter 1# tank, then enters anaerobism pulse reaction pond through 1# lift pump, and the pond water outlet of anaerobism pulse reaction enters 2# tank, and then enter aerobic pulse reaction pond through 2# lift pump, aerobic pulse reaction pond water outlet qualified discharge.
Claims (3)
1. a two pulse Sewage treatment systems, is characterized in that comprising: 1# tank, 1# lift pump, anaerobism pulse reaction pond, 2# tank, 2# lift pump, aerobic pulse reaction pond; Described 1# tank is connected with anaerobism pulse reaction pond through 1# lift pump, and described anaerobism pulse reaction pond is connected with 2# tank, and described 2# tank is connected with aerobic pulse reaction pond through 2# lift pump.
2. two pulse Sewage treatment systems according to claim 1, is characterized in that described aerobic pulse reaction pond comprises Aerobic Pond, surge generator, producer pipe connecting, water distributor, air supporting reliever, water inlet pipe, tensimeter, oxygen enrichment blower fan, inlet pipe, effluent weir; The top of described Aerobic Pond is provided with surge generator, be respectively equipped with water inlet pipe, inlet pipe and tensimeter in the upper end of surge generator, described inlet pipe is connected with oxygen enrichment blower fan, described surge generator bottom is provided with producer pipe connecting and is directly communicated to the water distributor of Aerobic Pond bottom, and described water distributor is provided with air supporting producer; Described effluent weir is arranged on Aerobic Pond top.
3. two pulse Sewage treatment systems according to claim 2, is characterized in that in described aerobic pulse reaction pond, air supporting reliever is arranged on water distributor uniformly, and its packing density is 1/m
2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420144910.2U CN203807300U (en) | 2014-03-27 | 2014-03-27 | Double-pulse sewage treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420144910.2U CN203807300U (en) | 2014-03-27 | 2014-03-27 | Double-pulse sewage treatment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203807300U true CN203807300U (en) | 2014-09-03 |
Family
ID=51446085
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420144910.2U Expired - Fee Related CN203807300U (en) | 2014-03-27 | 2014-03-27 | Double-pulse sewage treatment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203807300U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104743737A (en) * | 2014-11-28 | 2015-07-01 | 广州新滔水质净化有限公司 | Industrial printing and dyeing wastewater treatment method |
| CN104944674B (en) * | 2014-03-27 | 2017-09-22 | 江苏清涵环保科技有限公司 | A kind of dipulse sewage disposal system |
| CN108178444A (en) * | 2018-01-10 | 2018-06-19 | 广东益康生环保科技有限公司 | A kind of pulsed integrated sewage treating apparatus |
-
2014
- 2014-03-27 CN CN201420144910.2U patent/CN203807300U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104944674B (en) * | 2014-03-27 | 2017-09-22 | 江苏清涵环保科技有限公司 | A kind of dipulse sewage disposal system |
| CN104743737A (en) * | 2014-11-28 | 2015-07-01 | 广州新滔水质净化有限公司 | Industrial printing and dyeing wastewater treatment method |
| CN104743737B (en) * | 2014-11-28 | 2017-01-04 | 广州新滔水质净化有限公司 | Treatment method of industrial printing and dyeing wastewater |
| CN108178444A (en) * | 2018-01-10 | 2018-06-19 | 广东益康生环保科技有限公司 | A kind of pulsed integrated sewage treating apparatus |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140903 Termination date: 20190327 |