Sewage treatment system employing vertical flow biological trickling and horizontal flow multi-medium soil infiltration

A sewage treatment system and soil infiltration technology, which is applied in the field of domestic sewage distributed treatment, can solve the problems affecting the nitrification and denitrification reaction of the system, reduce the TN removal rate, and reduce the TN removal rate, so as to improve the anaerobic environment and improve the TN removal rate, the effect of promoting denitrification

Inactive Publication Date: 2014-09-24
HUNAN UNIV
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  • Abstract
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Problems solved by technology

Especially in the case of artificial ventilation, the removal rate of TN decreased greatly, mainly because the denitrification process of nitrate nitrogen in the system was inhibited under aerobic conditions
In addition, some scholars have suggested that the insufficient hydraulic retention time of the system will also affect the nitrification and denitrification reactions of the system and reduce the removal rate of TN.

Method used

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  • Sewage treatment system employing vertical flow biological trickling and horizontal flow multi-medium soil infiltration

Examples

Experimental program
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Effect test

Embodiment 1

[0026] Vertical flow biotrickling-horizontal flow multi-media soil infiltration (MSL) sewage treatment system, including the front section-vertical flow bio-trickling system and the rear section-horizontal flow multi-media soil infiltration under the front section-vertical flow bio-trickling system filter system (MSL). The front section-vertical flow biological trickling system includes a large-size natural zeolite packing layer 1, a water-distributing gravel layer 2 laid on the top of the large-size natural zeolite packing layer 1, and a water distribution gravel layer 2 laid on the bottom of the large-size natural zeolite packing layer 1. The drainage gravel layer 3 and the drainage false bottom 4 arranged below the drainage gravel layer 3, the rear section-horizontal flow multi-media soil infiltration system (MSL), including the rear section water inlet pool 5, water inlet distribution grid 6 , Inlet water distribution gravel layer 7, small particle size natural zeolite per...

Embodiment 2

[0031] Vertical flow biotrickling-horizontal flow multi-media soil infiltration (MSL) sewage treatment system, including the front section-vertical flow bio-trickling system and the rear section-horizontal flow multi-media soil infiltration under the front section-vertical flow bio-trickling system filter system (MSL). The front section-vertical flow biological trickling system includes a large-size natural zeolite packing layer 1, a water-distributing gravel layer 2 laid on the top of the large-size natural zeolite packing layer 1, and a water distribution gravel layer 2 laid on the bottom of the large-size natural zeolite packing layer 1. The drainage gravel layer 3 and the drainage false bottom 4 arranged below the drainage gravel layer 3, the rear section-horizontal flow multi-media soil infiltration system (MSL), including the rear section water inlet pool 5, water inlet distribution grid 6 , Inlet water distribution gravel layer 7, small particle size natural zeolite per...

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Abstract

The invention belongs to the field of distributed treatment of sanitary sewage, and relates to a sewage treatment system with separate nitrification and denitrification phases. The sewage treatment system comprises a front-section vertical flow biological trickling system and a rear-section horizontal flow multi-medium soil infiltration system arranged below the front section, wherein the front section comprises a water distribution gravel layer, a natural zeolite packing layer, a drainage gravel layer and a drainage false floor. The rear section comprises a rear-section intake pond, an intake grating, a water distribution gravel layer, a natural zeolite infiltration layer, a soil template layer, a sealing soil layer, a drainage gravel layer, a drainage grating, a rear-section delivery tank and a delivery tank water outlet; the vertical interval of the front section and the rear-section intake pond is 30-50cm. Compared with the traditional two-stage multi-medium soil infiltration system, the rear section of the system adopts a horizontal flow method, the hydraulic retention time is effectively improved, the effluent is submerged by the horizontal flow, the anaerobic environment is improved, and total nitrogen removal is facilitated. Therefore, the system is ideal in overall treatment effect, not easy to block, and low in construction and operation costs.

Description

technical field [0001] The invention belongs to the field of distributed treatment of domestic sewage, and in particular relates to a two-phase and segmented sewage treatment system of nitrification and denitrification. Background technique [0002] In centralized sewage treatment, in the case of partial reuse of the treated water, the sewage is transported in the urban pipe network at least three times. This treatment method is accompanied by huge energy consumption, especially for small and medium-sized cities (towns) with scattered residences. , For the vast rural and remote areas, it is not an economical and applicable sewage treatment method. At present, scientists at home and abroad are actively advocating the idea of ​​decentralized sewage treatment, that is, on-site treatment and on-site reuse, to achieve water balance and water cycle. The concept of decentralized sewage treatment has been paid more and more attention by people. [0003] As an ideal decentralized s...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C02F9/14
Inventor 杨春平张毅罗伟曾光明刘红玉程燕何慧军仇璐钟袁元
Owner HUNAN UNIV
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