Sedimentation basin for mud-water separation and secondary sedimentation basin system

A mud-water separation and sedimentation tank technology, applied in water/sludge/sewage treatment, settling tank, biological water/sewage treatment, etc., can solve the problem of insufficient aeration of sludge at the bottom of the tank, short flow, and floating mud and other problems, to achieve the effect of reducing floating phenomenon, low water distribution requirements and high mud discharge efficiency

Pending Publication Date: 2019-05-17
LIANYUNGANG DAYU WATER TREATMENT ENG CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In the prior art, the Chinese patent document with the publication number CN108434795A discloses a secondary settling tank for continuous sewage biological treatment. There is no aeration device in this secondary settling tank, which cannot avoid the sludge at the bottom of the tank. Oxygen denitrification, easy to form denitrification floating mud phenomenon
There is no baffle under the diversion tank, and the floating mud that floats up is easy to float into the diversion tank
Another example is that the Chinese patent literature with the publication number CN206853198U discloses a novel vertical flow secondary settling tank. The vertical flow secondary settling tank needs to adopt a center water inlet, and a central water inlet pipe needs to be set, and then the water is evenly distributed through the reflection plate at the bottom of the water inlet pipe. , when the pool area is too large and the height is insufficient, short flow is likely to occur, and the aeration device of this vertical flow secondary sedimentation tank is only set directly below the central barrel, which cannot aerate all the sludge at the bottom of the tank, which will cause the pool Insufficient aeration of the bottom sludge results in floating phenomena, and the above-mentioned vertical flow secondary sedimentation tank needs to be equipped with sloping plates around the inner side of the middle of the tank body and mud buckets at the bottom of the tank, which has a complicated structure and high manufacturing cost

Method used

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  • Sedimentation basin for mud-water separation and secondary sedimentation basin system
  • Sedimentation basin for mud-water separation and secondary sedimentation basin system
  • Sedimentation basin for mud-water separation and secondary sedimentation basin system

Examples

Experimental program
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Effect test

Embodiment 1

[0031] Embodiment 1, a sedimentation tank for mud-water separation, comprising a tank body 2, the tank body 2 includes an upper sedimentation area and a lower mud area, the lower mud area is arranged in a funnel shape, and the bottom of the tank body 2 is provided with a mud falling port , an air baffle 3 is fixed below the mud falling opening, and the vertical projection of the mud falling opening completely falls on the air baffle 3 . The area of ​​the mud falling port accounts for 5% of the cross-sectional area of ​​the upper sedimentation zone.

Embodiment 2

[0032] Example 2, in the sedimentation tank for mud-water separation described in Example 1: the area of ​​the mud falling port accounts for 10% of the cross-sectional area of ​​the upper sedimentation zone. refer to figure 1 The air baffle 3 is a flat plate, one end of the flat plate is fixedly connected to the pool wall of the pool body 2 on the side of the mudfall opening, and the other end is inclined downward.

Embodiment 3

[0033] Example 3, in the sedimentation tank for mud-water separation described in Example 1 or 2: the area of ​​the mud falling port accounts for 15% of the cross-sectional area of ​​the upper sedimentation zone. refer to figure 2 , the air baffle 3 includes two flat plates, one end of the two flat plates is fixedly connected to form a certain angle to form a folded plate, the folded plate is fixedly installed under the mud falling opening through a bracket, and the top angle of the folding plate is set against the mud falling opening , to make the sludge slide down along the folded plate to avoid sludge accumulation on the folded plate.

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Abstract

The invention provides a sedimentation basin for mud-water separation, and relates to the field of sewage treatment. The sedimentation basin comprises a basin body, which comprises an upper sedimentation area and a lower mud area, the lower mud area is arranged in a funnel shape, the bottom of the basin body is provided with a mud falling hole, an air-blocking plate is fixedly arranged on the lateral part of, below or above the mud falling hole, and the vertical projection of the mud falling hole falls on the air-blocking plate completely. The invention further relates to a secondary sedimentation basin system for the mud-water separation. The system comprises a sewage pool, an aeration device and the sedimentation basin for the mud-water separation. The sedimentation basin provided by theinvention can cause sludge to slide down automatically through the funnel-shaped lower mud area, the mud discharge efficiency is high, and a stable sedimentation area can form in the sedimentation basin through the air-blocking plate. The secondary sedimentation basin system provided by the invention can fully aerate the sludge at the bottom of the sewage pool, the sludge floating upward pheonomena are reduced, the water distribution requirement is low, the structure is simple, the use is convenient, and the operation is stable and reliable.

Description

technical field [0001] The invention relates to the field of sewage treatment, in particular to a sedimentation tank used for mud-water separation. The invention also relates to a secondary sedimentation tank system for mud-water separation. Background technique [0002] With the improvement of environmental protection requirements, in order to protect the ecological environment, some sewage needs to be treated by sewage biochemical treatment, and the treated sewage can only be discharged after reaching the discharge standard. The mud-water separation process is the core part of the sewage biochemical treatment process. In the mud-water separation process, the secondary sedimentation tank is mainly used for the mud-water separation treatment of the sewage. In the prior art, advective secondary sedimentation tanks and inclined plate (tube) type secondary sedimentation tanks are commonly used. Factors such as oxygen denitrification and sludge mobility. In the prior art, the...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): B01D21/02B01D21/24C02F3/12C02F3/20
CPCY02W10/10
Inventor 丁武斌朱超于娜娜王鑫
Owner LIANYUNGANG DAYU WATER TREATMENT ENG CO LTD
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