首页> 外文期刊>Journal of Hazardous Materials >Development of empirical models for performance evaluation of UASB reactors treating poultry manure wastewater under different operational conditions
【24h】

Development of empirical models for performance evaluation of UASB reactors treating poultry manure wastewater under different operational conditions

机译:UASB反应器在不同运行条件下处理家禽粪便性能评估的经验模型的建立

获取原文
获取原文并翻译 | 示例
       

摘要

A nonlinear modeling study was carried out to evaluate the performance of UASB reactors treating poultry manure wastewater under different organic and hydraulic loading conditions. Two identical pilot scale up-flow anaerobic sludge blanket (UASB) reactors (15.7 L) were run at mesophilic conditions (30-35 ℃) in a temperature-controlled environment with three hydraulic retention times (6) of 15.7, 12 and 8.0 days. Imposed volumetric organic loading rates (L_V) ranged from 0.65 to 4.257 kg COD/(m~3 day). The pH of the feed varied between 6.68 and 7.82. The hydraulic loading rates (L_H) were controlled between 0.105 and 0.21 m~3/(m~2 day). The daily biogas production rates ranged between 4.2 and 29.4 L/day. High volumetric COD removal rates (R_V) ranging from 0.546 to 3.779 kg COD_(removed)/(m~3 day) were achieved. On the basis of experimental results, two empirical models having a satisfactory correlation coefficient of about 0.9954 and 0.9416 were developed to predict daily biogas production (Q_g) and effluent COD concentration (S_e), respectively. Findings of this modeling study showed that optimal COD removals ranging from 86.3% to 90.6% were predicted with HRTs of 7.9, 9.5, 11.2, 12.6, 13.7 and 14.3 days, and L_V of 1.27, 1.58, 1.78, 1.99, 2.20 and 2.45 kg COD/(m~3 day) for the corresponding influent substrate concentrations (S_i) of 10,000, 15,000, 20,000, 25,000, 30,000 and 35,000mg/L, respectively.
机译:进行了非线性建模研究,以评估UASB反应器在不同有机和水力负载条件下处理家禽粪便废水的性能。在温度控制的环境中,在中温条件(30-35℃)下运行了两个相同的中试规模上流厌氧污泥层反应器(UASB)(15.7 L),三个水力停留时间(6)分别为15.7、12和8.0天。施加的有机物体积负荷率(L_V)为0.65至4.257 kg COD /(m〜3天)。进料的pH在6.68和7.82之间变化。水力负荷率(L_H)控制在0.105至0.21m〜3 /(m〜2天)之间。每天的沼气产量介于4.2至29.4升/天之间。获得的高体积COD去除率(R_V)为0.546至3.779 kg COD_(去除)/(m〜3天)。根据实验结果,建立了两个具有令人满意的相关系数(分别约为0.9954和0.9416)的经验模型,以分别预测每日沼气产量(Q_g)和废水COD浓度(S_e)。该建模研究的结果表明,预测的最佳COD去除率为86.3%至90.6%,HRT为7.9、9.5、11.2、12.6、13.7和14.3天,L_V为1.27、1.58、1.78、1.99、2.20和2.45 kg相应的进水底物浓度(S_i)分别为10,000、15,000、20,000、25,000、30,000和35,000mg / L的COD /(m〜3天)。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号