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工艺计算MBBR

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  • 2019-02-27 13:08:00

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工艺计算MBBR序号区域编号单系池长/m单系池宽/m池深/m单系池容/m3全池容/m3合计池容/m3HRT/h合计HRT/h1厌氧区19.706.455.50344.11688.22688.221.101.1026.486.455.50229.88459.760.7436.486.455.50229.88459.760.7446.486.455.50229.88459.760.7457.486.455.50265.35530.710.85611.006.305.50381.15762.301.22737.825.355.501112.852225.713.56831.175.355.50917.181834.352.93931.175.355.50917.181834.352.934合计109254.919254.9114.8114.81序号区域编号单系池长/m单系池宽/m单系池深单系池容/m3全池容/m3合计池容HRT/h合计HRT/h1厌氧区19.706.455.50344.11688.22688.221.101.1026.486.455.50229.88459.760.7436.486.455.50229.88459.760.7446.486.455.50229.88459.760.7457.486.455.50265.35530.710.85611.006.305.50381.15762.301.22737.825.355.501112.852225.713.56831.175.355.50917.181834.352.934后置缺氧区920.575.355.50605.271210.541210.541.941.945后置好氧区1010.605.355.50311.91623.81623.811.001.006合计119254.919254.9114.817好氧填料区28.335.355.5833.611667.223好氧区4060.066.503好氧区6656.7210.65改造后池容2缺氧区2672.274.28池容计算改造前池容2缺氧区1909.973.06一设计进水数据设计进水数据1设计水量Q015000.00m3/d2625.00m3/h3COD300.00mg/l4BOD145.00mg/l5NH3-N45.00mg/l6TN58.00mg/l

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