Development of empirical models for performance evaluation of UASB reactors treating poultry manure wastewater under different operational conditions
Autor: | Süleyman Şakar, Kaan Yetilmezsoy |
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Rok vydání: | 2008 |
Předmět: |
Environmental Engineering
Correlation coefficient Health Toxicology and Mutagenesis Chemical oxygen demand Environmental engineering Pulp and paper industry Models Biological Waste Disposal Fluid Pollution Poultry Manure Bioreactors Biogas Wastewater Bioreactor Animals Regression Analysis Environmental Chemistry Environmental science Sewage treatment Anaerobiosis Waste Management and Disposal Effluent Mesophile |
Zdroj: | Journal of Hazardous Materials. 153:532-543 |
ISSN: | 0304-3894 |
DOI: | 10.1016/j.jhazmat.2007.08.087 |
Popis: | 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 °C) in a temperature-controlled environment with three hydraulic retention times ( θ ) 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 35,000 mg/L, respectively. |
Databáze: | OpenAIRE |
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