水头损失表

名称参数沿程损失(m)局部损失(m)总损失(m)格栅至曝气沉砂池Q=0.55m3/sI=0.9‰V=1.1m/s，DN=1200mm，L=10m0.010.060.07曝气沉砂池至A2/OQ=1.10m3/sI=2.5‰V=1.8m/s，DN=1200mm，L=8m0.020.20.22A2/O至配水井Q=0.55m3/sI=1.25‰V=1.1m/s，DN=1000mm，L=50m0.060.30.36配水井至沉淀池Q=0.275m3/sI=2.6‰V=1.35m/s，DN=800mm，L=12m0.030.070.1沉淀池至浓缩池Q=0.014m3/sI=2.2‰V=0.65m/s，DN=400mm，L=80m0.180.010.19浓缩池至贮泥池Q=0.014m3/s，I=2.7‰V=0.7m/s，DN=400mm，L=7m0.020.020.04