CN203173914U - Sewage and sludge treatment pond - Google Patents
Sewage and sludge treatment pond Download PDFInfo
- Publication number
- CN203173914U CN203173914U CN 201320171973 CN201320171973U CN203173914U CN 203173914 U CN203173914 U CN 203173914U CN 201320171973 CN201320171973 CN 201320171973 CN 201320171973 U CN201320171973 U CN 201320171973U CN 203173914 U CN203173914 U CN 203173914U
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- sewage
- pond
- sludge
- settling
- tank
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Abstract
The utility model provides a sewage and sludge treatment pond, which is used for solving the problems of high mounting cost and inconvenience for maintenance of the treatment pond in the prior art. The sewage and sludge treatment pond comprises a sewage and sludge settling pond and a plurality of sewage settling ponds which are arranged sequentially, wherein a sewage inlet from which sewage to flow in is formed in the sewage and sludge settling pond; an overflow port is formed between the two adjacent settling ponds; and the bottoms of the sewage and sludge settling pond and the sewage settling ponds are shaped like an oblique cone. The regular conical pond bottoms of the settling ponds are changed into the oblique conical bottoms, so that the sediment of the sewage and the collection of sludge liquid are facilitated, and the mounting and the maintenance of sewage treatment related equipment in the treatment pond are facilitated; and a primary sewage settling pond and a sludge storage and settling pond are combined into the sewage and sludge settling pond, so that the occupying area and the engineering cost of the treatment pond are reduced and the good practicability is achieved.
Description
Technical field
The utility model relates to the water treating equipment technical field, relates in particular to a kind of novel sewage and sludge treatment pond
Background technology
At present, in middle-size and small-size sewage disposal and sludge treating system, the design for the treatment of pond mainly contains two kinds:
A kind of is flat treating pond, easy construction, and construction costs is lower, for the system of three grades of precipitation process of sewage, generally designs 4 treating ponds, is respectively sewage one-level settling tank, sewage second-level settling pond, three grades of settling tanks of sewage, mud settlement on storage pond; The sewage disposal flow process is generally: sewage at first enters the one-level settling tank, enter sewage second-level settling pond, three grades of settling tanks of sewage after overflowing successively, waste disposal plant extracts sewage from three grades of settling tanks, in forming after the comprehensive treating process water and enter in the water bin, the sludge liquid that produces in the sewage treatment process enters mud settlement on storage pond; The flow process of sludge treatment is: center large-scale whipping appts of installation stirs sludge liquid above mud settlement on storage pond, sludge treatment equipment extracts sludge liquid from mud settlement on storage pond, handle the isolated sewage in back through sludge treatment equipment and return sewage one-level settling tank, isolated mud is unified to handle as solid waste.
In use mainly there is following problem in the above flat treating pond: one, the whipping appts power of sludge sump is big, the installation cost height, and maintenance is inconvenient; Two, because the flowability of pool bottom sludge liquid is poor, the sludge liquid in having only around the pump very among a small circle can extract, and needs repeatedly the position of moving pump at the bottom of the pond, has both bothered also dangerous; Three, three settling tanks need regularly clear pond, and workload is very big, have between the cleaning Vehicle of 2 high capacity cars, just need employ crane, excavator, dump truck average per 2 weeks and carry out once clear pond operation, need consumption great amount of manpower and material resources and financial resources.
Another kind is the positive cone treating pond, compare with flat treating pond, the flow process of sewage disposal and sludge treatment is identical, because the pond bottom structure changes down positive taper into, be conducive to the precipitation of sewage and the collection of mud, pump is placed on center at the bottom of the pond, can exhaust the sludge liquid at the bottom of the pond basically, and the position of mobile pump repeatedly, but the other problem that flat treating pond exists still is not resolved.
The utility model content
The utility model proposes a kind of sewage and sludge treatment pond, solved treating pond installation cost height in the prior art, the inconvenient problem of maintenance.
The technical solution of the utility model is achieved in that sewage and sludge treatment pond, comprise the sewage sludge settling tank and a plurality of detention tank that are arranged in order, have on the described sewage sludge settling tank for the sewage inlet that flows into sewage, be equipped with overflow port between two adjacent settling tanks; Be at the bottom of the inclined to one side conical tank at the bottom of the pond of described sewage sludge settling tank, described detention tank.
As preferred embodiment a kind of, comprise an awl end horizontal plane and four sides at the bottom of the described inclined to one side conical tank, one of them side is the treating pond vertical side perpendicular with horizontal plane at the bottom of the described awl, and other three sides are and the inclined to one side awl inclined-plane in obtuse angle of horizontal plane at the bottom of the described awl.
As to improvement of the technical scheme, in the described sewage sludge settling tank, be equipped with sludge pump in the described detention tank.
As preferred embodiment a kind of, the number of described detention tank is two.
After having adopted technique scheme, the beneficial effects of the utility model are: change at the bottom of the inclined to one side awl pond at the bottom of the positive cone pond with settling tank of this sewage and sludge treatment pond, be conducive to the collection of precipitation and the sludge liquid of sewage, be conducive to the I﹠M of sewage disposal relevant device in the treating pond; In addition, sewage one-level settling tank and mud settlement on storage pond are merged into the sewage sludge settling tank, reduced floor space and the engineering cost for the treatment of pond.
This sewage and sludge treatment pond in sewage sludge settling tank, detention tank all design and installation sludge pump, solved the online timely cleaning problem of settling tank bottom sludge liquid.
Description of drawings
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, to do to introduce simply to the accompanying drawing of required use in embodiment or the description of the Prior Art below, apparently, accompanying drawing in describing below only is embodiment more of the present utility model, for those of ordinary skills, under the prerequisite of not paying creative work, can also obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is the schematic top plan view of a kind of embodiment of the utility model;
Fig. 2 is the cross-sectional schematic at A-A place among Fig. 1;
Fig. 3 is the cross-sectional schematic at B-B place among Fig. 1;
Among the figure: 1-sewage sludge settling tank; The 2-sewage second-level settling pond; Three grades of settling tanks of 3-sewage; The 4-sewage inlet; 5-overflow port one; 6-overflow port two; Sludge pump one under the 7-liquid; Sludge pump two under the 8-liquid; Sludge pump three under the 9-liquid; 10-submerged pump base; 11-awl end horizontal plane; 12-bores inclined-plane one partially; 13-bores inclined-plane two partially; 14-bores inclined-plane three partially; 15-treating pond vertical side.
Embodiment
Below in conjunction with the accompanying drawing among the utility model embodiment, the technical scheme among the utility model embodiment is clearly and completely described, obviously, described embodiment only is the utility model part embodiment, rather than whole embodiment.Based on the embodiment in the utility model, those of ordinary skills are not making the every other embodiment that obtains under the creative work prerequisite, all belong to the scope of the utility model protection.
Embodiment one:
As shown in Figure 1, be the structural representation of a kind of embodiment of the utility model, it comprises sewage sludge settling tank 1, sewage second-level settling pond 2 and the three grades of settling tanks 3 of sewage that are arranged in order, and the useful volume of each settling tank is 40m
3, be inclined to one side wimble structure at the bottom of the pond of settling tank.
Shown in Fig. 2 and Fig. 3 are common, at the bottom of the inclined to one side awl pond of settling tank by treating pond vertical side 15, partially bore inclined-plane 1, partially bore inclined-plane 2 13, bore inclined-plane 3 14 partially, awl end horizontal plane 11 is formed, bore end horizontal plane 11 and be of a size of: 1m * 1m; 1 design of sewage sludge settling tank has sewage inlet 4, design has overflow port 1 between sewage sludge settling tank 1 and the sewage second-level settling pond 2, design has overflow port 26 between three grades of settling tanks 3 of sewage second-level settling pond 2 and sewage, and the bottom surface height of sewage inlet 4, overflow port 1, overflow port 26 reduces 100-200mm successively; Sludge pump 1 under the liquid of a band whipping appts of sewage sludge settling tank 1 installation, at sewage second-level settling pond 2 sludge pump 28 under the liquid is installed, at three grades of settling tanks of sewage 3 sludge pump 39 under the liquid is installed, sludge pump 39 all is hard-wired by submerged pump base 10 under these three liquid; Certainly, sludge pump all can be substituted by latent formula sludge pump under the liquid herein.
The sewage disposal flow process is generally: sewage at first enters sewage sludge settling tank 1, enter sewage second-level settling pond 2, three grades of settling tanks 3 of sewage after overflowing successively, waste disposal plant extracts sewage from three grades of settling tanks of sewage 3, water bin during water enters in forming after the comprehensive treating process, the sludge liquid that produces in the sewage treatment process enters sewage sludge settling tank 1; Can utilize sludge pump with the sludge liquid suction sewage sludge settling tank 1 of settling tank bottom accumulation as required at any time; The flow process of sludge treatment is: start sludge pump 1 under the liquid of installing in the sewage sludge settling tank 1, extract sludge liquid and enter sludge treatment equipment, handle the isolated sewage in back through sludge treatment equipment and return sewage sludge settling tank 1, isolated mud is unified to handle as solid waste.
Embodiment two:
If the solid impurity in the sewage is less or sewage in the solid impurity precipitation threshold fine, can reduce the one-level settling tank, be sewage second-level precipitation process system with three grades of precipitation process system optimizations of sewage; Sewage second-level precipitation process system comprises: sewage sludge settling tank 1 and sewage second-level settling pond 2, and same, also adopt inclined to one side wimble structure at the bottom of the pond of two settling tanks.
This sewage and sludge treatment pond change at the bottom of the inclined to one side awl pond at the bottom of the positive cone pond with settling tank, are conducive to the collection of precipitation and the sludge liquid of sewage, are conducive to the I﹠M of sewage disposal relevant device in the treating pond; Sewage one-level settling tank and mud settlement on storage pond are merged into the sewage sludge settling tank, reduced floor space and the engineering cost for the treatment of pond; Design and installation sludge pump at the bottom of settling tank has solved the online timely cleaning problem of settling tank bottom sludge liquid.
The above only is preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any modification of doing, be equal to replacement, improvement etc., all should be included within the protection domain of the present utility model.
Claims (4)
1. sewage and sludge treatment pond is characterized in that: comprise the sewage sludge settling tank and a plurality of detention tank that are arranged in order, have on the described sewage sludge settling tank for the sewage inlet that flows into sewage, be equipped with overflow port between two adjacent settling tanks;
Be at the bottom of the inclined to one side conical tank at the bottom of the pond of described sewage sludge settling tank, described detention tank.
2. sewage as claimed in claim 1 and sludge treatment pond, it is characterized in that: comprise an awl end horizontal plane and four sides at the bottom of the described inclined to one side conical tank, one of them side is the treating pond vertical side perpendicular with horizontal plane at the bottom of the described awl, and other three sides are and the inclined to one side awl inclined-plane in obtuse angle of horizontal plane at the bottom of the described awl.
3. sewage as claimed in claim 1 or 2 and sludge treatment pond is characterized in that: in the described sewage sludge settling tank, be equipped with sludge pump in the described detention tank.
4. sewage as claimed in claim 1 and sludge treatment pond, it is characterized in that: the number of described detention tank is two.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320171973 CN203173914U (en) | 2013-04-08 | 2013-04-08 | Sewage and sludge treatment pond |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320171973 CN203173914U (en) | 2013-04-08 | 2013-04-08 | Sewage and sludge treatment pond |
Publications (1)
Publication Number | Publication Date |
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CN203173914U true CN203173914U (en) | 2013-09-04 |
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ID=49070647
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 201320171973 Expired - Fee Related CN203173914U (en) | 2013-04-08 | 2013-04-08 | Sewage and sludge treatment pond |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103585796A (en) * | 2013-10-17 | 2014-02-19 | 安徽顺驰电缆有限公司 | Saponified liquid recycling technology |
CN104030536A (en) * | 2014-06-04 | 2014-09-10 | 安徽省交通航务工程有限公司 | Environment-friendly dredged sediment integrated mechanical deep-drying system |
CN114477519A (en) * | 2021-12-31 | 2022-05-13 | 凡贝环境科技(上海)有限公司 | Integrated sewage treatment system and application module thereof |
-
2013
- 2013-04-08 CN CN 201320171973 patent/CN203173914U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103585796A (en) * | 2013-10-17 | 2014-02-19 | 安徽顺驰电缆有限公司 | Saponified liquid recycling technology |
CN104030536A (en) * | 2014-06-04 | 2014-09-10 | 安徽省交通航务工程有限公司 | Environment-friendly dredged sediment integrated mechanical deep-drying system |
CN114477519A (en) * | 2021-12-31 | 2022-05-13 | 凡贝环境科技(上海)有限公司 | Integrated sewage treatment system and application module thereof |
CN114477519B (en) * | 2021-12-31 | 2023-12-01 | 凡贝环境科技(上海)有限公司 | Integrated sewage treatment system and application module 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: 20130904 Termination date: 20210408 |
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CF01 | Termination of patent right due to non-payment of annual fee |