水從密閉容器A,沿直徑d=25mm,長(zhǎng)l=10m的管道流入容器B,如圖6-45所示。已知容器A水面的相對(duì)壓強(qiáng)p1=2at,水面高H1=1m,H2=5m,沿程阻力系數(shù)λ=0.025,局部阻力系數(shù):閥門ζv=4.0.彎頭ζb=0.3,則流量Q為()。
A.2.58L/s B.3.09L/s C.2.15L/s D.1.49L/s
A.54min B.18min C.27min D.36min
A.雷諾準(zhǔn)則 B.歐拉準(zhǔn)則 C.弗勞德準(zhǔn)則 D.馬赫準(zhǔn)則