CN101748913A - Automatic sewage disposal method of pool and sewage disposal system thereof - Google Patents
Automatic sewage disposal method of pool and sewage disposal system thereof Download PDFInfo
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- CN101748913A CN101748913A CN200910227771A CN200910227771A CN101748913A CN 101748913 A CN101748913 A CN 101748913A CN 200910227771 A CN200910227771 A CN 200910227771A CN 200910227771 A CN200910227771 A CN 200910227771A CN 101748913 A CN101748913 A CN 101748913A
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Abstract
The invention discloses an automatic sewage disposal method of a pool, which comprises the following steps: step 1: a siphon pipe is arranged between the pool and a sewage well, and the water outlet of the siphon pipe is arranged below the water level of the pool; step 2: the siphon pipe is provided with a valve for controlling gas and sewage discharge; and step 3: a funnel and the valve are arranged at the upper part of the siphon pipe. An automatic sewage system of the pool comprises a pipe (1), a pipe (2), a pipe (3) and the sewage well (8); the valve (4) is arranged between the pipe (1) and the pipe (2); the valve (6) is arranged between the pipe (2) and the pipe (3); the valve (5) is arranged between the valve (4) and the valve (6), and is communicated with the pipe (2); and the funnel (7) is arranged above the valve (5), and is connected with the valve (5) through the pipe. The invention can form a siphon phenomenon only through simple external force; the siphon phenomenon can be kept once formed; and the sewage process does not require water pumps and other external power, thereby saving the equipment investment.
Description
Technical field
The present invention relates to metallurgical industry plumbing field, especially relate to a kind of pond automatic pollution discharge method and the drainage thereof of oxygenerator reclaimed water system cooling column basin bottom effluent discharge.
Background technology
Present oxygenerator reclaimed water system cooling column pond sewer, generally carry out blowdown by blow-off pipe being installed in basin bottom, reinforced concrete structure is adopted in the cooling column pond more, pool wall is thicker, when blow-off pipe because the position is improper or damage and need carry out that the strange land is transformed and during maintenance, usual way is in basin bottom perforate pipe laying again.The shortcoming of this way is to want elder generation with the water emptying in the pond, need carry out under the situation that system stops production, and the destructible pool construction causes the pond seepage, and some pond is because produce servicing machine meeting and the time that need not have the discharge water pool inner water at all.Also having a kind of method is to carry out blowdown by external force effects such as water pumps, and there are shortcomings such as investment and running cost height, maintenance amount are big in this method, and the correct position of water pump is not installed sometimes yet.Therefore, how to find a kind of new drainage and method for discharging pollution concerning some production units, neither influence is produced, and does not destroy pool construction, can guarantee that again cost is low and maintenance is convenient, is the task of top priority.
Summary of the invention
In view of this, the object of the present invention is to provide a kind of pond automatic pollution discharge method and drainage thereof, can solve problems of the prior art, only need simple external force can form siphonage, siphonage is in case formation promptly can keep, and the blowdown process need be by external power such as water pumps, saved equipment investment, and easy for installation, maintenance easily, running cost is low.
The present invention is by the following technical solutions:
A kind of pond automatic pollution discharge method comprises the steps:
Further, described syphon comprises pipeline 1, pipeline 2 and pipeline 3.
Further, be provided with valve 4 between described pipeline 1 and the pipeline 2, be provided with valve 6 between pipeline 2 and the pipeline 3, valve 5 is arranged on pipeline 2 tops, is communicated with pipeline 2, and funnel 7 is arranged on valve 5 tops, and is connected by pipeline between the valve 5.
Further, described valve 4 is positioned at valve 5 belows.
Further, described valve 4 is positioned at below the liquid level of pond.
A kind of pond automatic blowdown system, comprise pipeline 1, pipeline 2, pipeline 3 and sewage well 8 are provided with valve 4 between pipeline 1 and the pipeline 2, are provided with valve 6 between pipeline 2 and the pipeline 3, valve 5 is arranged on pipeline 2 tops, be communicated with pipeline 2, funnel 7 is arranged on valve 5 tops, and is connected by pipeline between the valve 5; Pipeline 1 one ends are provided with water inlet 9, and water inlet 9 stretches into basin bottom; Pipeline 3 one ends connect valve 6, and the other end is provided with delivery port 10, and delivery port 10 stretches in the sewage well 8, and delivery port 10 is lower than the pond liquid level.
Further, described valve 4 is positioned at valve 5 belows.
Further, described valve 4 is positioned at below the liquid level of pond.
The invention has the beneficial effects as follows:
1, after the present invention's water filling in funnel made drainage produce siphonage, behind the valve-off 5, the drainage siphonage still can keep, and the water in the pond can rely on the effect of inside and outside liquid level difference to enter in the sewage well automatically; Water in the pond, can directly be crossed the pool wall that is higher than the water surface and discharge outside the pond under the liquid level difference effect by valve and pipeline, does not need exogenetic process, needn't pass pool wall, the sewage of cooling column basin bottom can be discharged outside the pond, realizes automatic pollution discharge;
2, the sewage in the pond, can directly be crossed the pool wall that is higher than the water surface and discharge outside the pond under the liquid level difference effect by valve and pipeline, and the sewer process need not have power consumption by external power such as water pumps, saves equipment investment;
3, open or close valve 6 and can begin or stop drainage procedure, discharge is regulated by valve 6, and is simple in structure, easy to operate;
4, installation and operation of the present invention does not influence pool construction and normal the use; The present invention is disposable in funnel after the fills with water, and switch uses repeatedly, needn't repeat water filling in funnel.
Other advantages of the present invention, target and feature will be set forth to a certain extent in the following description, and to a certain extent, based on being conspicuous to those skilled in the art, perhaps can obtain instruction from the practice of the present invention to investigating hereinafter.Target of the present invention and other advantages can realize and obtain by specifically noted structure in following manual or the accompanying drawing.
Description of drawings
Fig. 1 is a structural representation of the present invention.
The specific embodiment
Below in conjunction with drawings and Examples the present invention is further described:
Embodiment one:
The cooling column pond is a reinforced concrete structure, and the thick 500mm of pool wall in the basin bottom perforate, destroys pool construction according to routine especially easily, causes the pond seepage; Transform also and must carry out under the situation that system stops production, oxygenerator is moving always, does not have servicing machine meeting and time at all, does not also have suitable installation site even water pump is installed.Pond provided by the invention automatic blowdown system and method for discharging pollution can effectively address the above problem.
A kind of pond automatic pollution discharge method comprises the steps:
Specific implementation process according to pond of the present invention automatic blowdown system is seen shown in Figure 1, the present invention includes pipeline 1, pipeline 2, pipeline 3 and sewage well 8, between pipeline 1 and the pipeline 2 valve 4 is installed, between pipeline 2 and the pipeline 3 valve 6 is installed, valve 5 is installed between valve 4 and the valve 6, be positioned at the pool wall top, be communicated with pipeline 2; Funnel 7 is fixed on valve 5 tops, and is connected by pipeline between the valve 5, and funnel 7 is taper; Valve 4 is positioned at the inboard, pond, and valve 5 links to each other with the peak position of pipeline 2 above pool wall, and valve 6 is positioned at the pool wall outside; Pipeline 1 one ends connect valve 4, and the other end is a water inlet 9, and the water inlet 9 of pipeline 1 stretches to basin bottom; Pipeline 3 one ends connect valve 6, and the other end is provided with delivery port 10, and delivery port 10 stretches in the sewage well 8, and delivery port 10 is lower than the pond liquid level.
In the present embodiment, valve 4 is positioned at below the liquid level of pond, water surface plane 2m above Ground in the pond, at the bottom of the pond under ground line 2m, pipeline 3 middle part close proximity to grounds, the latus rectum of valve 4, valve 5, valve 6, pipeline 1, pipeline 2 and pipeline 3 is DN50.Pond interior conduit 1 stretches into pond water surface below, and certain built-in length is arranged, and water inlet 9 gos deep into basin bottom, and the water of basin bottom is discharged earlier, water inlet 9 100mm at the bottom of the pond.In work progress, the distance of water inlet 9 at the bottom of the pond can correspondingly be regulated, water inlet 9 can be in the pond any degree of depth, the water at which position of the determining positions of this water inlet 9 is discharged earlier.When the position of water inlet 9 is set, can not be too near at the bottom of the pond when basin bottom, in order to avoid by sludge blockage, do not note when the top, pond and collaborate, if the i.e. water inlet 9 too close waters surface, air may enter in the water inlet 9, siphonage just can't form like this.
Pond Outer Tube 3 extends to the sewage well entrance, and the delivery port 10 of pipeline 3 is low more, and is big more with water-head in the pond, and water will flow smooth and easyly more, if the delivery port 10 of pipeline 3 is not less than the pond water surface, this drainage procedure can not realized.
The present invention operates as follows:
Valve 6 is positioned at the pond outside, and valve 4 is positioned at the inboard, pond, and valve 5 is positioned at the top of top, pond pipeline, and valve 5 tops are connected with water filling with conical hopper 7, and valve 4, valve 5 link to each other by pipeline 1, pipeline 2, pipeline 3 respectively with valve 6.The delivery port 10 of pipeline 3 is lower than liquid level in the pond, in the pond below the liquid level.Valve 6 controls are carried out blowdown to the sewage in the pond, and the flow size can be regulated; Fills with water in funnel 7, behind the valve-off 5, the siphonage of drainage continues to keep, and the water in the pond can rely on the effect of inside and outside liquid level difference to enter automatically in the sewage well 8, need not repeat water filling in funnel 7.
The present invention is 1
#The application of 23500 oxygenerator reclaimed water systems has produced bigger economic benefit and social benefit:
1, be 1500m before the reclaimed water system rate of water make-up every day enforcement patent of the present invention
3, implementing after the patent of the present invention is 1000m
3, every day conserve water 500m
3, save 600 yuan of water rates every day, annual about 210,000 yuan of the water rate of saving.
2, circulating water treatment reagent consumption amount is reduced to 20 kilograms by the 25-37.5 kilogram of every day, has saved drug cost, has reduced the pollution of water treatment agent to natural environment, and environment protecting and social benefit are obvious.
3, concentration multiple of circulating water system is raised to 2.0 liters by original 1.6, and the using water wisely effect is obvious, and reclaimed water system is stable.
Explanation is at last, above embodiment is only unrestricted in order to technical scheme of the present invention to be described, other modifications that those of ordinary skills make technical scheme of the present invention or be equal to replacement, only otherwise break away from the spirit and scope of technical solution of the present invention, all should be encompassed in the middle of the claim scope of the present invention.
Claims (8)
1. a pond automatic pollution discharge method is characterized in that: comprise the steps:
Step 1 is provided with syphon between pond and sewage well, siphonal delivery port is below the liquid level of pond;
Step 2, syphon are provided with the valve that is used to control exhaust and blowdown;
Step 3 is provided with funnel and valve on syphon top.
2. a kind of pond according to claim 1 automatic pollution discharge method, it is characterized in that: described syphon comprises pipeline (1), pipeline (2) and pipeline (3).
3. a kind of pond according to claim 2 automatic pollution discharge method, it is characterized in that: be provided with valve (4) between described pipeline (1) and the pipeline (2), be provided with valve (6) between pipeline (2) and the pipeline (3), valve (5) is arranged on pipeline (2) top, be communicated with pipeline (2), funnel (7) is arranged on valve (5) top, and is connected by pipeline between the valve (5).
4. a kind of pond according to claim 3 automatic pollution discharge method is characterized in that: described valve (4) is positioned at valve (5) below.
5. a kind of pond according to claim 3 automatic pollution discharge method is characterized in that: described valve (4) is positioned at below the liquid level of pond when the beginning blowdown.
6. pond automatic blowdown system, it is characterized in that: comprise pipeline (1), pipeline (2), pipeline (3) and sewage well (8) are provided with valve (4) between pipeline (1) and the pipeline (2), are provided with valve (6) between pipeline (2) and the pipeline (3), valve (5) is arranged on pipeline (2) top, be communicated with pipeline (2), funnel (7) is arranged on valve (5) top, and is connected by pipeline between the valve (5); Pipeline (1) one end is provided with water inlet (9), and water inlet (9) stretches into basin bottom; Pipeline (3) one ends connect valve (6), and the other end is provided with delivery port (10), and delivery port (10) stretches in the sewage well (8), and delivery port (10) is lower than the pond liquid level.
7. a kind of pond according to claim 6 automatic blowdown system is characterized in that: described valve (4) is positioned at valve (5) below.
8. a kind of pond according to claim 6 automatic blowdown system is characterized in that: described valve (4) is positioned at below the liquid level of pond when the beginning blowdown.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910227771A CN101748913A (en) | 2009-12-30 | 2009-12-30 | Automatic sewage disposal method of pool and sewage disposal system thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910227771A CN101748913A (en) | 2009-12-30 | 2009-12-30 | Automatic sewage disposal method of pool and sewage disposal system thereof |
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| CN101748913A true CN101748913A (en) | 2010-06-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN200910227771A Pending CN101748913A (en) | 2009-12-30 | 2009-12-30 | Automatic sewage disposal method of pool and sewage disposal system thereof |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101974933A (en) * | 2010-07-28 | 2011-02-16 | 苏州顶裕节能设备有限公司 | Overflow siphon automatic blow-down device |
| CN104264636A (en) * | 2014-08-21 | 2015-01-07 | 伍以炳 | Technology for using siphons to lower or control barrier lake level |
| CN104359006A (en) * | 2014-11-04 | 2015-02-18 | 云南大红山管道有限公司 | Automatic water discharging device of pulp storage tank and working method of device |
| CN106649997A (en) * | 2016-11-18 | 2017-05-10 | 中国科学院生态环境研究中心 | Design for balancing automatic water distribution 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 |
| GB2552800A (en) * | 2016-08-09 | 2018-02-14 | Robell Engineering Ltd | Leachate draw-off apparatus |
| CN109973442A (en) * | 2019-04-09 | 2019-07-05 | 桐昆集团浙江恒盛化纤有限公司 | A kind of production method of self-sucking device |
| CN110656691A (en) * | 2019-10-08 | 2020-01-07 | 东莞市唯美陶瓷工业园有限公司 | Siphon type sewage discharge device, electrical equipment and control method for electrifying and stopping process of displacement pump |
| CN111395490A (en) * | 2020-03-30 | 2020-07-10 | 中山市果度装饰工程有限公司 | Energy-saving building drainage structure |
| CN112177138A (en) * | 2020-09-29 | 2021-01-05 | 金利军 | Automatic drainage anti-overflow device of cistern based on water level changes |
-
2009
- 2009-12-30 CN CN200910227771A patent/CN101748913A/en active Pending
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101974933A (en) * | 2010-07-28 | 2011-02-16 | 苏州顶裕节能设备有限公司 | Overflow siphon automatic blow-down device |
| CN104264636A (en) * | 2014-08-21 | 2015-01-07 | 伍以炳 | Technology for using siphons to lower or control barrier lake level |
| CN104359006A (en) * | 2014-11-04 | 2015-02-18 | 云南大红山管道有限公司 | Automatic water discharging device of pulp storage tank and working method of device |
| GB2552800A (en) * | 2016-08-09 | 2018-02-14 | Robell Engineering Ltd | Leachate draw-off apparatus |
| CN106649997A (en) * | 2016-11-18 | 2017-05-10 | 中国科学院生态环境研究中心 | Design for balancing automatic water distribution 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 |
| 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 |
| CN109973442A (en) * | 2019-04-09 | 2019-07-05 | 桐昆集团浙江恒盛化纤有限公司 | A kind of production method of self-sucking device |
| CN110656691A (en) * | 2019-10-08 | 2020-01-07 | 东莞市唯美陶瓷工业园有限公司 | Siphon type sewage discharge device, electrical equipment and control method for electrifying and stopping process of displacement pump |
| CN111395490A (en) * | 2020-03-30 | 2020-07-10 | 中山市果度装饰工程有限公司 | Energy-saving building drainage structure |
| CN111395490B (en) * | 2020-03-30 | 2021-06-29 | 任志东 | Energy-saving building drainage structure |
| CN112177138A (en) * | 2020-09-29 | 2021-01-05 | 金利军 | Automatic drainage anti-overflow device of cistern based on water level changes |
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Application publication date: 20100623 |