【文章內容簡介】 ..............125除砂機臺數(shù)（一用一備） ...................................................................1252.............................................................................................................125停留時間(S) .........................................................................................12520...........................................................................................................125除砂機直徑(M) .....................................................................................125.......................................................................................................125除砂機高(M) .........................................................................................1253．75 .....................................................................................................125有效水深(M) .........................................................................................125沉砂率(M 3/萬 M3).................................................................................125.........................................................................................................125沉砂量(M 3/D)........................................................................................125.........................................................................................................125除砂機單臺功率（KW） .......................................................................1252.............................................................................................................125除砂機總功率（KW） ...........................................................................125...........................................................................................................125砂水分離器功率（KW） .......................................................................125.......................................................................................................125總功率（KW） .......................................................................................125.......................................................................................................1255............................................................................................................125氧化溝 ...................................................................................................125設計流量(M 3/H),QAD.............................................................................1251250.......................................................................................................125進入 CODCR總量(KG/D) .........................................................................1257500.......................................................................................................125進入 BOD5總量(KG/D) ..........................................................................1253600.......................................................................................................125進入 SS總量(KG/D) .............................................................................1256000.......................................................................................................125NH3N進入量(KG/D) .............................................................................126900.........................................................................................................126磷酸鹽進入量(KG/D) ...........................................................................126..90...........................................................................................................126污泥負荷(KGBOD/KGMLSSD) ................................................................126.....................................................................................................126BOD5：磷酸鹽 ........................................................................................12640...........................................................................................................126污泥負荷(KGBOD 5/KGSS)......................................................................126.......................................................................................................126混合液污泥濃度 MLSS(KG/M3).............................................................126.........................................................................................................126揮發(fā)性污泥所占比例（%） .................................................................12670...........................................................................................................126揮發(fā)性污泥濃度 MLVSS(KG/M3)...........................................................126.........................................................................................................126回流污泥濃度 MLSS(KG/M3).................................................................126.........................................................................................................126氧化溝總容積(M 3)................................................................................12628570.....................................................................................................126氧化溝組數(shù) ...........................................................................................126..2.............................................................................................................126每組有效容積(M 3)................................................................................12614285.....................................................................................................126有效水深(M) .........................................................................................126.........................................................................................................126溝寬(M) ...............................................................................