A.壓應(yīng)力B.壓應(yīng)力和拉應(yīng)力C.壓應(yīng)力和剪應(yīng)力D.壓應(yīng)力、拉應(yīng)力和剪應(yīng)力
水從密閉容器A,沿直徑d=25mm,長l=10m的管道流入容器B,如圖6-45所示。已知容器A水面的相對壓強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