CN101195996A - Method for treating sewage water - Google Patents
Method for treating sewage water Download PDFInfo
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- CN101195996A CN101195996A CNA2007100316396A CN200710031639A CN101195996A CN 101195996 A CN101195996 A CN 101195996A CN A2007100316396 A CNA2007100316396 A CN A2007100316396A CN 200710031639 A CN200710031639 A CN 200710031639A CN 101195996 A CN101195996 A CN 101195996A
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Abstract
The invention relates to a sewage treatment method, in particular to a method for treating industrial wastewater and domestic wastewater. The method adopts the steps that an engineering dam (1) is respectively built on the inner sides of banks (2) on the both sides of a river or a lake (A), and a sewage discharging passageway (G) isolated with clean water is formed between the dams of the banks (2) on the both sides of the river or the lake (A) and the engineering dams (1). By using the method for treating the sewage, the investment is little, the capital consumption is low, and the occupied area is small.
Description
Technical field
The present invention relates to processing method, particularly be involved in a kind of improvement method of industrial waste water and daily life sewage in a kind of sewage.
Technical background
Along with China's reform so far, develop the economy at the cost of the environment and having a strong impact on human existence now, as: in the seven big water systems of China, Song Hua River, the Yellow River, Huaihe River, the Liaohe River and Haihe River, all be subjected to serious pollution, reason is: because most industrial waste water and daily life sewage mostly are the direct or indirect rivers and lakes that enter.Like this, cause the critical conditions of anhydrously drinking, not having fish to drag for by the river by the river.At present, the main method that solves sewage pollution is to set up large-scale Wastewater Treatment Plant, and sewage is focused on, and main processing mode has processes such as filtration, precipitation, drug-treated, and such method drops into high, and expensive big, floor space is wide.
Summary of the invention
For solve existing method drop into high, expensive big, problem such as floor space is wide, it is little to the invention provides a kind of input, the method for the improvement sewage that floor space is little.
The method that realizes this method goal of the invention is: a kind of method of administering sewage, its method is: respectively set up engineering dykes and dams in embankment inboard, the both sides in lake, river, form a blowdown corridor that isolates with clear water between the both sides embankment in lake, river and the engineering dykes and dams.
Set up sewage inlet passage and sewage passing away on the embankment of described He Hu both sides.
Described engineering dykes and dams are that steel concrete forms, and are provided with spud pile on its engineering dykes and dams between 10 to 30 meters.
Described engineering dykes and dams include float bar and fixed strip, and floating has the brace upper-lower seal to connect between bar and the fixed strip, form the seal isolation wall of a stifled beformable body.
Described unsteady bar is that the plastic foil pipe of 300mm-500mm forms by diameter, and the thickness of pipe is 1.5-2mm, the vacuolar membrane unit of plastic of packing in the middle of the pipe.
Described fixed strip is formed by the plastic foil pipe of diameter 500mm-800mm, and the thickness of pipe is 1.5-2mm, fills stone flour or sand in the middle of the pipe.
Described brace is formed by plastic film, and the thickness of plastic film is 1.5-2mm.
Be equipped with the sand bed pad of 300mm-500mm under the described fixed strip.
Described engineering dykes and dams inboard (promptly by between the korneforos) is located; establish the isolating and protecting post along the parallel 1m-2m of engineering dykes and dams place is every apart from 10m-20m; being provided with the protection chain between the isolating and protecting post connects; form the protection chain of engineering dykes and dams, its isolating and protecting column diameter is squeezed in the soil for the 200m steel reinforced concrete pole.
Described isolating and protecting post is provided with signal lamp.
Benefit of the present invention is:
1, because the present invention utilizes the engineering dykes and dams that sewage and clear water are separated, can avoid the clear water in sewage pollution rivers and lakes sea so fully;
What 2, engineering dykes and dams of the present invention adopted is to be provided with through the country at rivers and lakes, will avoid unnecessary floor space like this and causes that engineering progress is slow, cost is big;
3, engineering dykes and dams of the present invention utilize plastic foil to do raw material, and engineering cost is lowered greatly.
Description of drawings
Fig. 1 is embodiments of the invention one schematic diagrames;
Fig. 3 is embodiments of the invention two schematic diagrames;
Fig. 4 is embodiments of the invention two B-B generalized sections;
The specific embodiment
Embodiment one
As depicted in figs. 1 and 2, a kind of method of administering sewage of the present invention, its method is, engineering dykes and dams 1 are respectively set up in embankment 2 inboards (by in the middle of the lake, river) at lake, river A, make and form a blowdown corridor G with the clear water isolation between the embankment 2 of lake, river A and the engineering dykes and dams 1, engineering dykes and dams 1 are formed by a steel concrete, engineering dykes and dams 1 are set up spud pile 3 every 20 meters and are strengthened firm dykes and dams, on the embankment 2 of lake, river A, set up sewage inlet passage L1 and sewage passing away L2, the discharge of sewage will flow to farmland as fertilizer sources pouring and use.
Embodiment two:
As shown in Figure 3 and Figure 4, principle is with first embodiment, different is: unsteady bar 1A that floats on the water surface that described engineering dykes and dams 1 are made up of plastic foil and plastic foil are formed is fixed in water-bed fixed strip 1B, the brace 1C upper-lower seal of being made up of plastic foil between bar 1A and the fixed strip 1B of floating connects to form, and forms a stifled beformable body and the seal isolation wall clear water isolation.The plastic foil pipe that its described unsteady bar 1A is diameter 300mm-500mm, the thickness of pipe is 1.5-2mm, the vacuolar membrane unit of plastic of packing in the middle of the pipe; Fixed strip 1B is the plastic foil pipe of diameter 500mm-800mm, and the thickness of pipe is 1.5-2mm, fills stone flour or sand in the middle of the pipe; The thickness of brace 1C is 1.5-2mm.Under fixed strip 1B, be equipped with the sand bed pad (6) of 300mm-500mm.Engineering dykes and dams 1 outside (promptly by between the korneforos) is located; parallel 1m-10m place is every is provided with isolating and protecting post 4 apart from 10m-20m along engineering dykes and dams 1; being provided with protection chain 5 between the isolating and protecting post 4 connects; form the protection chain of engineering dykes and dams 1; its isolating and protecting post 4 diameters are squeezed in the soil for the 200m steel reinforced concrete pole, are provided with signal lamp 7 on isolating and protecting post 4.
Claims (10)
1. method of administering sewage, it is characterized in that: engineering dykes and dams (1) are respectively set up in both sides embankment (2) inboard at He Hu (A), form a blowdown corridor (G) with the clear water isolation between the both sides embankment (2) of lake, river (A) and the engineering dykes and dams (1).
2. a kind of method of administering sewage according to claim 1 is characterized in that: set up sewage inlet passage (L1) and sewage passing away (L2) on the embankment (2) of both sides, lake, described river (A).
3. a kind of method of administering sewage according to claim 1 is characterized in that: described engineering dykes and dams (1) are for steel concrete forms, and its engineering dykes and dams (1) are gone up and be provided with spud pile (3) between 10 to 30 meters.
4. a kind of method of administering sewage according to claim 1, it is characterized in that: described engineering dykes and dams (1) include unsteady bar (1A) and fixed strip (1B), floating has brace (1C) upper-lower seal to connect between bar (1A) and the fixed strip (1B), form the seal isolation wall of a stifled beformable body.
5. a kind of method of administering sewage according to claim 4 is characterized in that: described unsteady bar (1A) is that the plastic foil pipe of 300mm-500mm forms by diameter, and the thickness of pipe is 1.5-2mm, the vacuolar membrane unit of plastic of packing in the middle of the pipe.
6. a kind of method of administering sewage according to claim 4 is characterized in that: described fixed strip (1B) is formed by the plastic foil pipe of diameter 500mm-800mm, and the thickness of pipe is 1.5-2mm, fills stone flour or sand in the middle of the pipe.
7. a kind of method of administering sewage according to claim 4 is characterized in that: described brace (1C) is formed by plastic film, and the thickness of plastic film is 1.5-2mm.
8. a kind of method of administering sewage according to claim 4 is characterized in that: the sand bed pad (6) that is equipped with 300mm-500mm under the described fixed strip (1B).
9. a kind of method of administering sewage according to claim 4; it is characterized in that: described engineering dykes and dams (1) inboard (promptly by between the korneforos) are located; establish isolating and protecting post (4) along the parallel 1m-10m of engineering dykes and dams (1) place is every apart from 10m-20m; being provided with protection chain (5) between the isolating and protecting post (4) connects; form the protection chain of engineering dykes and dams (1), its isolating and protecting post (4) diameter is squeezed in the soil for the 200m steel reinforced concrete pole.
10. a kind of method of administering sewage according to claim 4 is characterized in that: described isolating and protecting post (4) is provided with signal lamp (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007100316396A CN101195996A (en) | 2007-11-23 | 2007-11-23 | Method for treating sewage water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007100316396A CN101195996A (en) | 2007-11-23 | 2007-11-23 | Method for treating sewage water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101195996A true CN101195996A (en) | 2008-06-11 |
Family
ID=39546604
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2007100316396A Pending CN101195996A (en) | 2007-11-23 | 2007-11-23 | Method for treating sewage water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101195996A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392431A (en) * | 2011-09-17 | 2012-03-28 | 江西科技师范学院 | Sewage insulation system for drinking water source |
| CN103195015A (en) * | 2013-04-25 | 2013-07-10 | 彭伟 | Method for comprehensively developing and utilizing lake wetland based on technology of reclaiming rivers from lakes |
| CN107975020A (en) * | 2017-12-07 | 2018-05-01 | 刘曼华 | A kind of collection device that floating grease and rubbish are collected on dykes and dams |
-
2007
- 2007-11-23 CN CNA2007100316396A patent/CN101195996A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392431A (en) * | 2011-09-17 | 2012-03-28 | 江西科技师范学院 | Sewage insulation system for drinking water source |
| CN103195015A (en) * | 2013-04-25 | 2013-07-10 | 彭伟 | Method for comprehensively developing and utilizing lake wetland based on technology of reclaiming rivers from lakes |
| CN103195015B (en) * | 2013-04-25 | 2015-09-16 | 彭伟 | The method that river technological synthesis develops lake and marshland is made based on enclosing lake |
| CN107975020A (en) * | 2017-12-07 | 2018-05-01 | 刘曼华 | A kind of collection device that floating grease and rubbish are collected on dykes and dams |
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| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| AD01 | Patent right deemed abandoned |
Effective date of abandoning: 20080611 |
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| C20 | Patent right or utility model deemed to be abandoned or is abandoned |