污水廠高程計(jì)算表沿程水損hf=i*l局部水損hv=εv2/2g1污水廠水處理線序號(hào)名稱ξ數(shù)量流量(m3/s)管徑(mm)長(zhǎng)度(m)流速(m/s)坡降水損(m)水量分配井1內(nèi)部水損///////0.3水量配水井—細(xì)格柵渠及曝氣沉砂池1直管/0.620100017.30.7900.710.012290度彎頭1.0810.6201000/0.790/0.0343流量計(jì)0.6910.6201000/0.790/0.0224進(jìn)口110.6201000/0.790/0.0325出口0.510.6201000/0.790/0.016合計(jì)0.116取0.3細(xì)格柵渠及曝氣沉砂池、改良A2/0生化池1內(nèi)部水損///////1.7改良A2/0生化池—配水井1直管/0.463800400.9221.2620.050290度彎頭1.0510.463800/0.922/0.045345度彎頭0.5310.463800/0.922/0.0234進(jìn)口110.463800/0.922/0.0435出口0.510.463800/0.922/0.022合計(jì)0.184取0.5配水井1內(nèi)部水損///////0.3配水井—二沉池1直管/0.46380050.9221.2620.0062進(jìn)口110.463800/0.922/0.0433出口0.510.463800/0.922/0.0224合計(jì)0.0715取0.15二沉池—高效沉淀池及中間提升泵站1直管/0.310800900.6170.6030.054290度彎頭1.0550.310800/0.617/0.102345度彎頭0.5340.310800/0.617/0.0414蝶閥0.310.310800/0.617/0.0065伸縮節(jié)0.2110.310800/0.617/0.0046進(jìn)口110.310800/0.617/0.0197出口0.510.310800/0.617/0.0108合計(jì)0.2379取0.5高效沉淀池及中間提升泵站1內(nèi)部水損///////1.352泵房提升///////3.55高效沉淀池及中間提升泵站—V型濾池1直管/1.0691200400.9460.7810.0312直管/0.5351200400.4730.220.009390度彎頭1.111.0691200/0.946/0.050445度彎頭0.5521.0691200/0.946/0.05590度彎頭1.0720.535900/0.841/0.0776DN1200×900異徑管0.1910.535900/0.841/0.0077進(jìn)口110.535900/0.841/0.0368出口0.511.0691200/0.946/0.0239合計(jì)0.283取0.3V型濾池1內(nèi)部水損///////2.65V型濾池—反沖洗泵房1直管/1.0691200350.9460.7810.027290度彎頭1.121.0691200/0.946/0.1003進(jìn)口111.0691200/0.946/0.0464出口0.511.0691200/0.946/0.023合計(jì)0.196取0.2反沖洗泵房1內(nèi)部水損///////0.3反沖洗泵房—接觸消毒池及巴氏計(jì)量槽1直管/1.0691200160.9460.7810.0123進(jìn)口111.0691200/0.946/0.0464出口0.511.0691200/0.946/0.023合計(jì)0.081取0.35接觸消毒池及巴氏計(jì)量槽1內(nèi)部水損///////0.72污水處理構(gòu)筑物水面標(biāo)高計(jì)算污水廠地面標(biāo)高1960m名稱地面標(biāo)高（m）上游水面標(biāo)高（m）下游水面標(biāo)高（m）巴氏計(jì)量槽到出水口1958.851953.40巴氏計(jì)量槽19601959.151958.85接觸消毒池到巴氏計(jì)量槽1959.251959.15接觸消毒池19601959.451959.25V型濾池到接觸消毒池1960.301959.45V型濾池19601962.951960.30提升泵站到V型濾池1963.251962.95提升泵站19601959.701963.25高效沉淀池到提升泵站1960.451959.70高效沉淀池19601961.051960.45二沉池到高效沉淀池1961.551961.05二沉池19601961.951961.55二沉池配水井到二沉池1962.201961.95二沉池配水井19601962.501962.20AAO生化池到