水泵抽水,如圖。已知:λ=10m,L=150m,H=10m,d=0.20m,Q =0.036m3/s,λ=0.03,p1-p2< 58KPa,不計局部損失。求:h=?,P=?
已知:L1=300m,L2=400m,d1=0.2m,d2=0.18m,λ1=0.028,λ2=0.03,閥門處ζ=5,其余各處局部水頭損失忽略不計,ΔH=5.82m。求:Q=?