Enhanced denitriding and dephosphorizing bioretention pond applied to construction of sponge city

A bioretention pond, nitrogen and phosphorus removal technology, applied in the field of enhanced nitrogen and phosphorus removal bioretention ponds, can solve the problems that the medium loses its water volume regulation and storage function, the aerobic and anaerobic environment is not suitable for control, and the removal rate may not necessarily increase. , to achieve the effects of easy access, improved anaerobic environment, and stable functions

Active Publication Date: 2017-06-13
HOHAI UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Bioretention tanks can effectively remove a variety of pollutants in stormwater runoff, but the removal effects of N and P vary greatly, especially NO 3 - - The removal rate of N is low, and some retention ponds even have NO 3 - Due to the ammoniation and nitrification in the rain interval, the NO 3 - Accumulates in the soil of the bioretention pond and is released after rainfall, thus causing NO 3 - The removal rate is low
The published invention patent (CN204803077U) proposes to increase the position of the water outlet, create a flooded area, and create an anaerobic denitrification environment, but this method causes the medium in the flooded area to lose its role in water regulation and storage, and has a negative effect on NO3 - The removal effect is not satisfactory
The published invention patent (CN 106006966A) proposes to add high C / N organic matter to the filler layer on the upper layer of the facility, and use wood chips to strengthen the growth of aerobic microorganisms, so that the upper layer facilities will be anaerobic and aerobic during the water inflow period and the dry period. Alternately occurring states allow denitrification to occur in the upper filler layer, but this method is not suitable for urban sponge city construction, ignoring the characteristics of a large number of suspended impurities in urban runoff rainwater, and alternate aerobic anaerobic Oxygen environment should not be controlled, NO 3 - -N removal rate does not necessarily increase
As far as the current situation is concerned, there are still certain limitations in the actual application of existing bioretention ponds in the construction of sponge cities, especially in terms of water purification.

Method used

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  • Enhanced denitriding and dephosphorizing bioretention pond applied to construction of sponge city
  • Enhanced denitriding and dephosphorizing bioretention pond applied to construction of sponge city
  • Enhanced denitriding and dephosphorizing bioretention pond applied to construction of sponge city

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Embodiment Construction

[0020] An enhanced nitrogen and phosphorus removal bioretention pond applied to the construction of a sponge city is characterized in that: the existing low-lying land is used to build a bioretention pond in the city, and the nearby generated water is collected by pipelines, artificial catchment channels or natural terrain. The surface runoff is collected in the bioretention tank for storage and purification treatment, and the treated rainwater is used for urban greening reuse or replenishing groundwater, or directly discharged to nearby waters; the bioretention tank includes: the pre-precipitation area, the filter area It has three parts and the water purification reaction area, and the three parts are connected in turn.

[0021] Several partitions are built in the front primary sedimentation area, which divides the primary sedimentation area into several small chambers, so that the rainwater flows in an "S" shape inside, increases the hydraulic retention time of rainwater, an...

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Abstract

The invention relates to an enhanced denitriding and dephosphorizing bioretention pond applied to construction of a sponge city. The enhanced denitriding and dephosphorizing bioretention pond is characterized in that existing low-lying plots in a city are utilized to construct the bioretention pond; overland runoffs generated nearby are gathered in the bioretention pond for accumulating and are subjected to purification treatment by pipelines, artificial water catchment channels or natural terrains; treated rainwater is used for recycled water of urban afforestation or supplemented groundwater or is directly discharged to a near water area; the bioretention pond comprises three parts: a prepositive primary settling area, a filtering area and a purified water reaction area, wherein the three parts are sequentially communicated. The enhanced denitriding and dephosphorizing bioretention pond has the advantages that multiple technologies of seepage, retention, storage, purification, use and discharge are integrated; the key point is that an enhancing effect is realized in a water purifying function, and the quality of effluent is stable; the whole project is simple in structure, convenient to construct and low in construction cost.

Description

technical field [0001] The invention is an enhanced denitrification and phosphorus removal biological retention pond applied to the construction of sponge cities, which can be directly applied to the construction of sponge cities or urban non-point source pollution control projects. It belongs to the field of environmental protection sewage treatment. Background technique [0002] With the rapid development of urbanization in our country, the pressure of urban drainage is increasing day by day. The hardening of urban land has led to a significant increase in urban surface runoff, accelerated water collection, and shortened flood peak generation time, especially during heavy rain or heavy rain. Active areas cause waterlogging. In addition to causing waterlogging disasters, urban rainwater also produces non-point source pollution by scouring sediments on the urban surface and leaching pollutants in the atmosphere. Judging from the previous research results of urban non-poin...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C02F9/14C02F3/34C02F3/32
CPCC02F1/001C02F3/327C02F3/34C02F9/00C02F2001/007C02F2103/001C02F2209/08Y02W10/10
Inventor 侯俊王沛芳王超尤国祥许伊钱进敖燕辉苗令占张菲
Owner HOHAI UNIV
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