第三章污水生物处理的基本概念和生化反应动力学

11(O2)()(1)()(31)(32)C6H1206+602---6CO2+6H20+2817.3kJ(31)C11H29O7N+14O2+H+---11CO2+13H20+NH4++(32)(2)()(33)(34)H2S202---H2SO4+(33)NH4++202---N3NO3-+2H+H20+(34)(33)(34)2(O2)(1)()C6H12O6--2CH3COCOOH+4[H]2CH3COCOOH--2CO2+2CH3CHO4[H]+2CH3CHO--2CH3CH2OHC6H12062CH3CH2OH+2CO2+92.0kJ(35)(2)NO3-N02-S042-S2O32-CO2N03C6H1206+6H20--6CO224[H]24[H]+4NO3---2N2+12H20C6H1206+4NO3-6CO26H20+2N2+1755.6kJ(36)()()()BOD500mgLCH4CO2H20NH3H2S(CH4)(B0052000mg/L)