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优化反硝化木屑生物反应器处理循环水养殖系统废水时的水力停留时间

Optimizing Hydraulic Retention Times in Denitrifying Woodchip Bioreactors Treating Recirculating Aquaculture System Wastewater.

作者信息

Lepine Christine, Christianson Laura, Sharrer Kata, Summerfelt Steven

出版信息

J Environ Qual. 2016 May;45(3):813-21. doi: 10.2134/jeq2015.05.0242.

Abstract

The performance of wood-based denitrifying bioreactors to treat high-nitrate wastewaters from aquaculture systems has not previously been demonstrated. Four pilot-scale woodchip bioreactors (approximately 1:10 scale) were constructed and operated for 268 d to determine the optimal range of design hydraulic retention times (HRTs) for nitrate removal. The bioreactors were operated under HRTs ranging from 6.6 to 55 h with influent nitrate concentrations generally between 20 and 80 mg NO-N L. These combinations resulted in N removal rates >39 g N m d, which is greater than previously reported. These high removal rates were due in large part to the relatively high chemical oxygen demand and warm temperature (∼19°C) of the wastewater. An optimized design HRT may not be the same based on metrics of N removal rate versus N removal efficiency; longer HRTs demonstrated higher removal efficiencies, and shorter HRTs had higher removal rates. When nitrate influent concentrations were approximately 75 mg NO-N L ( = 6 sample events), the shortest HRT (12 h) had the lowest removal efficiency (45%) but a significantly greater removal rate than the two longest HRTs (42 and 55 h), which were N limited. Sulfate reduction was also observed under highly reduced conditions and was exacerbated under prolonged N-limited environments. Balancing the removal rate and removal efficiency for this water chemistry with a design HRT of approximately 24 h would result in a 65% removal efficiency and removal rates of at least 18 g N m d.

摘要

木质反硝化生物反应器处理水产养殖系统高硝酸盐废水的性能此前尚未得到证实。建造了四个中试规模的木屑生物反应器(约为实际规模的1:10),并运行268天,以确定硝酸盐去除的最佳设计水力停留时间(HRT)范围。生物反应器在HRT为6.6至55小时的条件下运行,进水硝酸盐浓度一般在20至80毫克NO-N/L之间。这些组合导致氮去除率>39克N/m²·d,高于此前报道。这些高去除率很大程度上归因于废水相对较高的化学需氧量和温暖的温度(约19°C)。基于氮去除率与氮去除效率的指标,优化的设计HRT可能不同;较长的HRT显示出较高的去除效率,较短的HRT则具有较高的去除率。当硝酸盐进水浓度约为75毫克NO-N/L(=6个采样事件)时,最短的HRT(12小时)去除效率最低(45%),但去除率明显高于两个最长的HRT(42和55小时),这两个最长的HRT受氮限制。在高度还原条件下也观察到了硫酸盐还原,并且在长期氮限制环境下会加剧。对于这种水质,通过约24小时的设计HRT平衡去除率和去除效率,将实现65%的去除效率和至少18克N/m²·d的去除率。

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