CN104609654A - Novel sewage treating device - Google Patents
Novel sewage treating device Download PDFInfo
- Publication number
- CN104609654A CN104609654A CN201510012830.0A CN201510012830A CN104609654A CN 104609654 A CN104609654 A CN 104609654A CN 201510012830 A CN201510012830 A CN 201510012830A CN 104609654 A CN104609654 A CN 104609654A
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- Prior art keywords
- aerobic pond
- pond
- main body
- hydrolysis acidification
- tank
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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
Abstract
The invention discloses a novel sewage treating device. The novel sewage treating device comprises a main body, a manhole, a hydrolysis acidification tank, an anaerobic tank, a primary aerobic tank, a secondary aerobic tank and a clean water tank. The novel sewage treating device is characterized in that a plurality of partition boards are arranged in the main body so as to divide the inner part of the main body into the hydrolysis acidification tank, the anaerobic tank, the primary aerobic tank, the secondary aerobic tank and the clean water tank; a sewage inlet is formed in the top left corner of the hydrolysis acidification tank, a clean water outlet is formed in the top right corner of the clean water tank, and a transverse sludge collecting system is arranged at the bottom of the main body 1. Through the arrangement, the novel sewage treating device disclosed by the invention is additionally provided with a unique MBR membrane component, so that the water quality of discharged water is improved, and the sludge is treated and recycled. The novel sewage treating device disclosed by the invention is small in occupied area, low in operation cost, and high in rate of return.
Description
Technical field
The present invention relates to a kind of sewage disposal device, is a kind of New foul water disposal facility specifically.
Background technology
Along with progress and the development of human society, all kinds of sewage thereupon produced also get more and more, how effectively to dispose of sewage become people have to faced by problem.Current sewage disposal device floor space is large, and running cost is high, and wastewater treatment efficiency is undesirable, is being just that investment is high, is returning low, can not meet the demand of people.
Summary of the invention
The object of this invention is to provide that a kind of floor space is little, running cost is low and the New foul water disposal facility that treatment effect is good.
For achieving the above object, the present invention includes main body, manhole, hydrolysis acidification pool, anaerobic pond, Aerobic Pond, secondary Aerobic Pond and clean water basin, the inside of described main body is provided with multiple tracks dividing plate, its inside is divided into hydrolysis acidification pool, anaerobic pond, Aerobic Pond, secondary Aerobic Pond and clean water basin, wastewater inlet is provided with in the upper left corner of hydrolysis acidification pool, be provided with clear water output in the upper right corner of clean water basin, be provided with horizontal old mud gathering system in the bottom of main body 1.
The mid-way of the dividing plate between described hydrolysis acidification pool and anaerobic pond is provided with overflow weir I, the mid-way of the dividing plate between anaerobic pond and an Aerobic Pond is provided with overflow weir II, and the mid-way of the dividing plate between an Aerobic Pond and secondary Aerobic Pond is provided with overflow weir III.
The mid-way of described secondary Aerobic Pond is provided with MBR membrane module, above MBR membrane module, be provided with blower fan, and described blower fan is vertically fixed in main body.
The right side of described secondary Aerobic Pond and the below phase Crosslinking Mechanisms of clean water basin are tube pump district, in tube pump district, be provided with fresh water pump, and the left end of described fresh water pump is provided with the water inlet pipe be connected with secondary Aerobic Pond, and upper end is provided with the rising pipe be connected with clear water zone.
The upper end of described mud gathering system is respectively provided with a mud in the mid-way, bottom of hydrolysis acidification pool, anaerobic pond, Aerobic Pond, secondary Aerobic Pond and collects valve, is respectively provided with a mud discharging mouth at the two ends, left and right of mud gathering system.
By above setting, the present invention sets up exclusive MBR membrane module, improves effluent quality, have also been made process recycling to mud.Floor space of the present invention is little, and running cost is low, and return rate is high.
Accompanying drawing explanation
Now the present invention will be further described by reference to the accompanying drawings
Fig. 1 is structural representation of the present invention.
In figure: 1, main body, 2, manhole, 3, hydrolysis acidification pool, 4, anaerobic pond, 5, an Aerobic Pond, 6, secondary Aerobic Pond, 7, clean water basin, 8, dividing plate, 9, wastewater inlet, 10, clear water output, 11, mud gathering system, 12, overflow weir I, 13, overflow weir II, 14, overflow weir III, 15, MBR membrane module, 16, blower fan, 17, tube pump district, 18, fresh water pump, 19, water inlet pipe, 20, rising pipe, 21, mud collects valve, 22, mud discharging mouth.
Embodiment
As shown in Figure 1, the present invention includes main body 1, manhole 2, hydrolysis acidification pool 3, anaerobic pond 4, Aerobic Pond 5, secondary Aerobic Pond 6 and clean water basin 7, the inside of described main body 1 is provided with multiple tracks dividing plate 8, its inside is divided into hydrolysis acidification pool 3, anaerobic pond 4, Aerobic Pond 5, secondary Aerobic Pond 6 and clean water basin 7, wastewater inlet 9 is provided with in the upper left corner of hydrolysis acidification pool 3, be provided with clear water output 10 in the upper right corner of clean water basin 7, be provided with horizontal old mud gathering system 11 in the bottom of main body 1.
The mid-way of the dividing plate 7 between described hydrolysis acidification pool 3 and anaerobic pond 4 is provided with overflow weir I 12, the mid-way of the dividing plate 7 between anaerobic pond 4 and an Aerobic Pond 5 is provided with overflow weir II 13, and the mid-way of the dividing plate 7 between an Aerobic Pond 5 and secondary Aerobic Pond 6 is provided with overflow weir III 14.
The mid-way of described secondary Aerobic Pond 6 is provided with MBR membrane module 15, is provided with blower fan 16 above MBR membrane module 15, and described blower fan 16 is vertically fixed in main body 1.
The right side of described secondary Aerobic Pond 6 and the below phase Crosslinking Mechanisms of clean water basin 7 are tube pump district 17, fresh water pump 18 is provided with in tube pump district 17, the left end of described fresh water pump 18 is provided with the water inlet pipe 19 be connected with secondary Aerobic Pond 6, and upper end is provided with the rising pipe 20 be connected with clear water zone 7.
The upper end of described mud gathering system 11 is respectively provided with a mud and collects valve 21 in the mid-way, bottom of hydrolysis acidification pool 3, anaerobic pond 4, Aerobic Pond 5, secondary Aerobic Pond 6, be respectively provided with a mud discharging mouth 22 at the two ends, left and right of mud gathering system 11.
By above setting, the present invention operationally, sewage enters hydrolysis acidification pool 3 from wastewater inlet 9, anaerobic zone 4 is entered by overflow weir I 12 after acidication completes, after anerobe process, an aerobic zone 5 is flowed into again by overflow weir II 13, after aerobic bacteria process, secondary aerobic zone 6 is entered by overflow weir III 14, by the effect of MBR membrane module 15 and blower fan 16, sewage is for further processing, after having processed, through fresh water pump 18, the clear water handled well is transported to clear water zone 7, then discharges through clear water output 10.After sewage disposal completes, open each mud and collect valve 21, mud is discharged by mud discharging mouth 22.
Claims (5)
1. a New foul water disposal facility, comprise main body, manhole, hydrolysis acidification pool, anaerobic pond, Aerobic Pond, secondary Aerobic Pond and clean water basin, it is characterized in that: the inside of described main body is provided with multiple tracks dividing plate, its inside is divided into hydrolysis acidification pool, anaerobic pond, Aerobic Pond, secondary Aerobic Pond and clean water basin, wastewater inlet is provided with in the upper left corner of hydrolysis acidification pool, be provided with clear water output in the upper right corner of clean water basin, be provided with horizontal old mud gathering system in the bottom of main body 1.
2. a kind of New foul water disposal facility according to claim 1, it is characterized in that: the mid-way of the dividing plate between described hydrolysis acidification pool and anaerobic pond is provided with overflow weir I, the mid-way of the dividing plate between anaerobic pond and an Aerobic Pond is provided with overflow weir II, and the mid-way of the dividing plate between an Aerobic Pond and secondary Aerobic Pond is provided with overflow weir III.
3. a kind of New foul water disposal facility according to claim 1, is characterized in that: the mid-way of described secondary Aerobic Pond is provided with MBR membrane module, above MBR membrane module, be provided with blower fan, and described blower fan is vertically fixed in main body.
4. a kind of New foul water disposal facility according to claim 1, it is characterized in that: the right side of described secondary Aerobic Pond and the below phase Crosslinking Mechanisms of clean water basin are tube pump district, fresh water pump is provided with in tube pump district, the left end of described fresh water pump is provided with the water inlet pipe be connected with secondary Aerobic Pond, and upper end is provided with the rising pipe be connected with clear water zone.
5. a kind of New foul water disposal facility according to claim 1, it is characterized in that: the upper end of described mud gathering system is respectively provided with a mud in the mid-way, bottom of hydrolysis acidification pool, anaerobic pond, Aerobic Pond, secondary Aerobic Pond and collects valve, is respectively provided with a mud discharging mouth at the two ends, left and right of mud gathering system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510012830.0A CN104609654A (en) | 2015-01-10 | 2015-01-10 | Novel sewage treating device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510012830.0A CN104609654A (en) | 2015-01-10 | 2015-01-10 | Novel sewage treating device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104609654A true CN104609654A (en) | 2015-05-13 |
Family
ID=53144352
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510012830.0A Pending CN104609654A (en) | 2015-01-10 | 2015-01-10 | Novel sewage treating device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104609654A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110240276A (en) * | 2019-07-24 | 2019-09-17 | 太仓新瑞节能设备有限公司 | Ecological sewage treatment equipment and its blowdown apparatus |
-
2015
- 2015-01-10 CN CN201510012830.0A patent/CN104609654A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110240276A (en) * | 2019-07-24 | 2019-09-17 | 太仓新瑞节能设备有限公司 | Ecological sewage treatment equipment and its blowdown apparatus |
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Legal Events
| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150513 |
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| WD01 | Invention patent application deemed withdrawn after publication |