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Integrated cage-type denitrification reactor

A reactor and denitrification technology, which is applied in the field of integrated cage denitrification reactor, can solve the problems of difficult regulation of substrate ratio, nitrite accumulation, limited process, etc., and achieve low degree of substrate self-inhibition and product inhibition, and overall High nitrogen removal rate and volume removal rate, good denitrification effect

Inactive Publication Date: 2013-08-07
ZHEJIANG UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, in the traditional design, the short-cut nitrification process and the anammox process are usually divided into two devices, which is easy to cause nitrite accumulation, inhibit ammonia oxidation, and limit the efficiency of the process; in addition, due to the anammox The ratio of ammonia nitrogen and nitrite nitrogen required by the oxidation process is 1:1.32, which is difficult to control in actual engineering

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  • Integrated cage-type denitrification reactor
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  • Integrated cage-type denitrification reactor

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Embodiment Construction

[0016] Such as figure 1 , 2 , 3, the integrated cage denitrification reactor is provided with water inlet zone I, reaction zone II and separation zone III from bottom to top; including sludge discharge pipe 1, water diversion zone 2, water inlet pipe 3, and air intake pipe 4. Aeration head 5, porous packing 6, perforated baffle 7, aerobic zone 8, anaerobic zone 9, first longitudinal partition 10, lower deflector 11, outlet pipe 12, upper deflector 13, overflow Groove 14 , overflow weir 15 , degassing zone 16 , settling zone 17 and second longitudinal septum 18 .

[0017] The reactor body is provided with a first longitudinal partition 10, the lower end of the first longitudinal partition 10 at the bottom of the water inlet area 1 is provided with a water flow diversion area 2, the bottom of the water flow diversion area 2 is provided with a mud discharge pipe 1, and the middle part of the water intake area I is provided with an inlet Water pipe 3 and air intake pipe 4, water...

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Abstract

The invention discloses an integrated cage-type denitrification reactor. The reactor body is provided with a water inlet zone, a reaction zone and a separation zone from the bottom up. The water inlet zone is provided with a sludge discharge pipe, a water flow steering zone, a water inlet pipe and an air inlet pipe from the bottom up. The upper end of the air inlet pipe is provided with an aeration head. The reaction zone is equipped with a longitudinal partition board to divide the reaction zone into an aerobic zone and an anaerobic zone. The aerobic zone and the anaerobic zone are respectively separated into three cages by four perforated baffles, and 1 / 4-1 / 3 of each cage is filled with a sinking / floating porous filling material. The separation zone is provided with a longitudinal partition board to divide the separation zone into a settling zone and a gas release zone which are communicated through an upper guide plate and a lower guide plate. The top of the settling zone is provided with an overflow weir, and a water outlet pipe is disposed at the bottom of an overflow groove. The invention integrates short-cut nitrification and anaerobic ammonium oxidation, can avoid biotoxicity caused by nitrite accumulation, and also can overcome matrix proportion regulation problem. The spatial distribution of functional bacteria is relatively fixed, thus being in favor of micro-ecological environment optimization. Driven by an ascending air current, the reaction solution undergoes internal circulation, nitrification and denitrification occur alternately, thus contributing to mass transfer and reaction as well as improvement of volume denitrification efficiency.

Description

technical field [0001] The invention relates to a biological denitrification reactor, in particular to an integrated cage type denitrification reactor. Background technique [0002] After the pollution control and emission reduction during the "Eleventh Five-Year Plan" period, the chemical oxygen demand has been effectively controlled, and ammonia nitrogen pollution has become a major environmental problem. According to the Environmental Status Bulletin issued by the Ministry of Environmental Protection, in 2010, the national discharge of ammonia nitrogen in wastewater was 1.203 million tons, and ammonia nitrogen has become the main pollution indicator of the seven major water systems. After the organic pollutants are removed, the low carbon-to-nitrogen ratio becomes the main water quality characteristic of non-standard wastewater. Since the C / N ratio of substandard wastewater often cannot meet the value required by traditional denitrification technologies, the biological t...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C02F3/30
Inventor 郑平张红陶张萌王兰季军远陆慧锋丁爽
Owner ZHEJIANG UNIV
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