LIU Lei-bin,GAO Shou-you,LI Yi.Study on the Technology of Controlling Dissolved Oxygen in Reflux Mixed Liquid by Deoxy Tank[J].China Water & Wastewater,2022,38(16):52-56.
脱气池控制回流混合液溶解氧技术研究
- Title:
- Study on the Technology of Controlling Dissolved Oxygen in Reflux Mixed Liquid by Deoxy Tank
- Keywords:
- deoxy tank; dissolved oxygen; reflux mixed liquid
- 摘要:
- 针对回流混合液中溶解氧导致缺氧池脱氮性能下降的问题,分析回流混合液中的溶解氧浓度及其对污水中易生物降解有机物的消耗量,提出设置脱气池的工程措施。在3座污水厂的现场试验表明,曝气停止后,混合液中溶解氧快速降低,30 min内混合液中溶解氧分别下降了1.24、2.78和1.86 mg/L。脱气池可以有效控制回流混合液中的溶解氧,平均去除溶解氧1.81 mg/L,耗氧速率为2.22 mgDO/(gVSS·h)。脱气池布置在好氧池的末端,内设搅拌器防止污泥沉降和利于脱气,设计水力停留时间(HRT)宜为0.5 h,可灵活应用于AAO和多级AO等工艺,提高污水处理厂的脱氮性能,可用于污水处理厂提标改造或新建工程中。
- Abstract:
- To solve the problem that dissolved oxygen in reflux mixed liquid leads to the decrease of denitrification efficiency in anoxic tank, the concentration of dissolved oxygen in the reflux mixed liquid and its consumption of biodegradable organic matter in wastewater were analyzed, and the engineering measure of setting up a deoxy tank was proposed. Field tests in three wastewater treatment plants showed that the dissolved oxygen in the mixed liquid decreased rapidly after the aeration stopped, and the dissolved oxygen decreased by 1.24 mg/L, 2.78 mg/L and 1.86 mg/L within 30 min, respectively. The deoxy tank effectively controlled the dissolved oxygen in reflux mixed liquid with an average dissolved oxygen removal amount of 1.81 mg/L and an oxygen consumption rate of 2.22 mgDO/(gVSS·h). The deoxy tank was arranged at the end of the aerobic tank with a stirrer to prevent sludge settling and facilitate degassing. The designed hydraulic retention time (HRT) is suggested to be 0.5 h, which can be flexibly applied to AAO and multi-stage AO processes to improve the nitrogen removal performance of wastewater treatment plants, and it can be used in the upgrading of wastewater treatment plants or new projects.
相似文献/References:
[1]张芸蓓,马民,宫玲,等.A/A/O污水处理工艺脱氮效果模拟及优化[J].中国给水排水,2022,38(1):88.
ZHANG Yun-bei,MA Min,GONG Ling,et al.Simulation of Denitrification of A/A/O Process and Its Optimization[J].China Water & Wastewater,2022,38(16):88.
[2]李航,董立春,吕利平.低C/N值污水强化生物脱氮性能研究[J].中国给水排水,2022,38(7):80.
LIHang,DONGLi-chun,LüLi-ping.Enhanced Biological Nitrogen Removal Performance of Low Carbon to Nitrogen Ratio Wastewater[J].China Water & Wastewater,2022,38(16):80.
[3]李建华,马庆奎,赵健.奥贝尔氧化沟曝气机协同实现溶解氧自动控制[J].中国给水排水,2022,38(24):97.
LI Jian-hua,MA Qing-kui,ZHAO Jian.Automatic Control of Dissolved Oxygen through Aerator Coordination in Orbal Oxidation Ditch[J].China Water & Wastewater,2022,38(16):97.
[4]王莉,刘萌硕,李亭亭,等.农村黑臭水体评价方法研究[J].中国给水排水,2023,39(3):94.
WANGLi,LIUMeng-shuo,LITing-ting,et al.Evaluation Methods of Black and Odorous Water in Rural Area[J].China Water & Wastewater,2023,39(16):94.
[5]赵青,黄鹏,李鹤男,等.基于DO和ORP考量水生植物的生态修复效果[J].中国给水排水,2023,39(5):94.
ZHAOQing,HUANGPeng,LIHe-nan,et al.Ecological Restoration Performance of Aquatic Plants Based on DO and ORP Consideration[J].China Water & Wastewater,2023,39(16):94.
[6]施汉昌,汪秋婉,张明凯,等.精确曝气实现污水处理厂节能减排:计算方法与控制策略[J].中国给水排水,2024,40(20):1.
SHIHan-chang,WANGQiu-wan,ZHANGMing-kai,et al.Precise Aeration for the Energy Conservation and Carbon Reduction of Wastewater Treatment Plant: Optimization Algorithm and Control Strategy[J].China Water & Wastewater,2024,40(16):1.