壓縮包內(nèi)含有CAD圖紙和說明書,均可直接下載獲得文件，所見所得，電腦查看更方便。Q 197216396 或 11970985
高高程程計(jì)計(jì)算算表表序號管渠及構(gòu)筑物名稱Q/（LS-1）管渠設(shè)計(jì)參數(shù)水頭損失/m水面標(biāo)高/mD/mmi/v(m/s)L/m沿程局部構(gòu)筑物合計(jì)上游下游構(gòu)筑物次氯酸鈉氧化池至出水34.724001.60.8100.80.0200.0180.0000.0000.500次氯酸鈉氧化池34.720.30.0001 二沉池至次氯酸鈉氧化池34.724001.60.83100.80.0160.0280.3000.5000.800二沉池34.720.40.5003接觸氧化池至二沉池34.725001.80.8400.90.0720.0290.9000.8001.700接觸氧化池34.720.30.8004 水解酸化池至接觸氧化池41.675001.60.851000.80.1600.0290.9001.7002.6005水解酸化池41.670.41.7009沉淀池至水解酸化池41.674001.60.9600.20.0960.0080.4002.6003.0007沉淀池41.670.32.600混凝反應(yīng)池至沉淀池41.676001.80.81100.1980.0100.9003.0003.9008混凝反應(yīng)池41.670.43.00010調(diào)節(jié)池至混凝反應(yīng)池41.674001.730.8601.20.1040.0394.5003.900-0.6003.90011調(diào)節(jié)池41.670.20.455-0.600-0.145-0.60014格柵41.670.150.155-0.145-0.300-0.30015總水頭損失8.510