3.解:
Pa1g(h1h2)2g(h3h2)Pa1g(h4h3)
2h1h2h3h41
h3h211.解:
p11013301000091330Pa p2101330140101470Pa
V9000m3/h2.5m3/s
9133010147029103pM2mm1.15kg/m3 RT8.314293u1VV 35.38m/su19.9m/s 220.785d20.785d12p1p2计算 11%20% 可以当作不可压缩流体p12u12p2u2WeWf m2m2p1We8429.5J/kg NemVWe24235W
14.解:
由静力学方程得
p2gh20gRp1gh1 z2z1h2Rh1
由动力学方程得
2u12p2u2 gz1gz222p1p2p1联解得
2u12u2 g(z2z1)230gRu12u2 g(h1h2)g(h2h1)gR2代入已知条件得
2u12u20.864 2由连续性方程得
u1d(2)2 u29u1 u2d1u10.147m/s
V0.785d12u14.58m3/h
15.解:
V4.5m3/h0.00125m3/s uV0.001252.55m/s
0.785d20.7850.0252Redu531254000
/d0.002 查图得0.027
lu2302.552Wf(dec)2(0.0270.0251.5)2110.22
Wegz2Wf9.8112110.22227.94J/kg NeVWe10000.00125227.94284.9W
16.解:
t15℃ 查得 =999kg/m3 115.6105Pas
Redu134814000
/d0.003 查图得0.034
lu2WeWf0.412.37
d2Nenu
21.解:
4d2We9994001.340.012212.37726.7W
/d0.003 假设流体在完全湍流区流动 0.025 plu2 d231054000u20.025 8500.1062u0.865m/s
核算:
Redu1.56104
查图得0.034 重新试差 设0.034 u0.742m/s
4核算Re1.3410 0.034
故设0.034
V0.785d2u0.7850.10620.742360023.57m3/h
23.解:
20.785(ucdc2uBdB)V
uc4uB84.9 (1)
2222uclcucuBlBuB gzccgzBB2dc22dB2uu98.1(600c1)c(200B1)B (2)
22对于光滑管220.3164 (3) 0.25Re3查的20℃空气的物性1.205kg/m 假设uB=19m/s 由(1)(3)得 uc=8.9m/s
1.81105Pas
B0.017 C0.024
代入(2)进行核算基本合理。 故uB=19m/s uc=8.9m/s
2VB0.785dBuB3600537m3/h
2VC0.785dCuC360063m3/h
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