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Wastewater pretreatment flow distribution and separation technology for removing particle solid pollutants

一种污水预处理、污染物的技术,应用在水/污泥/污水处理、水/污水多级处理、化学仪器和方法等方向,能够解决增加能耗、难生化降解、加大COD化学需氧量等问题,达到减轻载荷的效果

Inactive Publication Date: 2016-08-24
黄文龙 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] All kinds of sewage contain a large amount of larger particles and suspended solids that are difficult to settle, some are difficult to biodegrade, and some are biodegradable but have become macromolecular cluster structures, which will bring a lot to the subsequent biochemical treatment of sewage. Great difficulty, these difficult to remove larger particles and difficult to settle suspended solids in sewage, increase COD (chemical oxygen demand), greatly increase the burden of follow-up treatment, need to prolong the biochemical time, increase the volume of the functional pool, and Increased energy consumption and increased operating costs

Method used

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Embodiment Construction

[0021] The present invention will be further described below in conjunction with specific embodiments.

[0022] The sewage pretreatment diversion and separation process to remove larger particles of solid pollutants includes the following steps: (1) The sewage is first collected by the drainage pipe and flows into the advection deslagging, sanding and sedimentation mechanism to remove most of the floating waste entrained in the sewage. , suspended debris and silt, etc., to reduce the concentration of non-degradable SS in the sewage; (2) the pretreated sewage enters the acid-base adjustment tank, so that the water quality and water quantity of the sewage can be adjusted, and the pH is adjusted to 6-9 to ensure The sewage treatment system is smooth; (3) Then the sewage flows into the coagulation tank by itself, and the effective dosage of coagulant is 20-50 mg / L; (4) Flocculation through the coagulation tank (semi-static 5-10 minutes) The sewage with large alum flowers is genera...

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Abstract

The invention discloses a wastewater pretreatment flow distribution and separation technology for removing particle solid pollutants. The wastewater pretreatment flow distribution and separation technology comprises the following steps that firstly, wastewater is collected by a drainage pipeline and automatically flows into a smooth flow residue removing, sand settling and mud falling mechanism; secondly, the pretreated wastewater enters a pH value regulating tank, and the pH is regulated to be 6-9; thirdly, then the wastewater automatically flows into a coagulating tank, wherein the effective dosage of a coagulating agent is 20-50 mg / L; fourthly, a wastewater flow guiding groove suction filtration mechanism is used for flow distribution pretreatment; fifthly, then the wastewater is sequentially fed into a facultative hydrolysis tank, a primary aerobic contact oxidation tank, a delayed biochemical tank and a secondary aerobic contact oxidation tank by a water pump for secondary biochemical treatment, and tail water meeting the standard after precipitation and reverse multi-filtration treatment is recycled or automatically flows to a wastewater drainage pipe network. By means of the technological process, after the pretreatment flow distribution technology, the COD of the wastewater can be reduced by 50-60% or above, the subsequent treatment load is greatly relieved, and it can be ensured that the SS of outlet water stably meets the standard.

Description

technical field [0001] This invention is a divisional application for an invention patent with the patent number ZL201210430845.5 and the name "sewage pretreatment diversion process", which relates to the field of sewage treatment, and specifically relates to the sewage pretreatment diversion and separation process for removing larger particles of solid pollutants . Background technique [0002] All kinds of sewage contain a large amount of larger particles and suspended solids that are difficult to settle, some are difficult to biodegrade, and some are biodegradable but have become macromolecular cluster structures, which will bring a lot to the subsequent biochemical treatment of sewage. Great difficulty, these difficult to remove larger particles and difficult to settle suspended solids in sewage, increase COD (chemical oxygen demand), greatly increase the burden of follow-up treatment, need to prolong the biochemical time, increase the volume of the functional pool, and ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C02F9/14
Inventor 黄文龙王双树
Owner 黄文龙