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Seven-segment deep denitrification biochemical treatment method

A biochemical treatment and deep denitrification technology, applied in the field of seven-stage deep denitrification biochemical treatment, can solve problems such as insufficient effect, and achieve the effect of saving energy consumption, reducing volume, and strengthening removal.

Pending Publication Date: 2018-06-19
济宁市孚源环保科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The purpose of the present invention is to address the deficiencies of the existing traditional denitrification and dephosphorization sewage biochemical pools, overcome the shortcomings of the existing traditional technology in the deep denitrification, and provide a seven-stage deep denitrification biochemical treatment method, which can Applied to the upgrading and transformation of existing sewage treatment facilities with higher nitrogen removal requirements and the construction of new facilities

Method used

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  • Seven-segment deep denitrification biochemical treatment method

Examples

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example 1

[0039] For a sewage treatment plant in a city in Inner Mongolia, the influent design water volume is 150,000m³ / day, the influent COD concentration is 350mg / L, BOD concentration is 150mg / L, NH4-N concentration is 40mg / L, TN level is 55mg / L, and TP is 6mg / L, using the present invention, the characteristics of the added cylindrical suspension carrier are: the material is HDPE, the specific gravity is 0.95g / cm3, the diameter is 25mm, the height is 10mm, the porosity is ≥ 88%, the bulk density is ≥ 100kg / m³, and the effective specific surface area ≥500㎡ / m³; the flat interception screen used has measures to prevent the carrier from clogging near it, so as to ensure that the suspended carrier does not accumulate on the water passing section; the HRT of the pre-anoxic zone of the project is 0.45h, and the HRT of the anaerobic zone is 1.2h, the HRT of the anoxic zone is 3h, the HRT of the MBBR aerobic zone is 3h, the filling rate of the added suspension carrier is 30%, the HRT of the l...

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Abstract

The invention discloses a seven-segment deep denitrification biochemical treatment method, and belongs to the field of sewage treatment. The seven-segment deep denitrification biochemical treatment method comprises a water inlet channel, a hypoxic precondition zone, an anaerobic zone, an anoxic zone, an MBBR (Moving Bed Biofilm Reactor) aerobic zone, a low dissolved oxygen aerobic zone, a postposed anoxic zone, a postposed aerobic zone and a water outlet channel, wherein the water inlet channel is separately communicated with the anoxic zone, the anaerobic zone and the hypoxic precondition zone through a water inlet of the anoxic zone, a water inlet of the anaerobic zone and a water inlet of the hypoxic precondition zone; the MBBR aerobic zone is communicated with the low dissolved oxygenaerobic zone through a rectangular water through hole formed in the upper part of one side of a baffle wall between the MBBR aerobic zone and the low dissolved oxygen aerobic zone; the MBBR aerobic zone is internally provided with guide walls and bottom perforated aerator pipes, and suspended carriers are added in the MBBR aerobic zone. The seven-segment deep denitrification biochemical treatmentmethod disclosed by the invention overcomes the defect of insufficient deep denitrification effect in the prior art, and can be applied to upgrading and reconstruction of an existing sewage treatmentfacility having higher denitrification requirements and construction of new facilities.

Description

technical field [0001] The invention relates to a seven-stage deep denitrification biochemical treatment method, which belongs to the field of sewage treatment. Background technique [0002] The increasing pollution of water resources is the main reason for the shortage of water resources in our country. The reuse of urban reclaimed water is an effective way to solve the urban water crisis. At present, more than 70% of the landscape water bodies in Beijing are recharged with reclaimed water. Landscape water bodies have strict requirements on the content of nitrogen and phosphorus in water, and excessive discharge will cause eutrophication of water bodies. A large number of studies have proved that nitrogen and phosphorus in sewage are the main cause of eutrophication in receiving water bodies. The quality of effluent water generally cannot meet the indicators for landscape water use, and it must undergo deep nitrogen and phosphorus removal before it can be applied to the la...

Claims

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Application Information

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IPC IPC(8): C02F3/30
CPCC02F3/308C02F2209/44C02F2209/14C02F2209/16C02F2203/006C02F2209/08
Inventor 牛学义牛卉
Owner 济宁市孚源环保科技有限公司
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