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风管压损计算

风管压损计算
风管压损计算

·按照并联压力损失相等的原理:(0-7)的压力损失等于(0`-7)的压力损失

∴(0-7)局部阻力系数*速度压=91.39

∴速度压=23.92 风速=19.97

3

修正1

主管

2

结论1

1

·按照并联压力损失相等原理:(0-9)的压损等于(0``-9``)的压损:(0``-9``)局部阻力系数*速度压=114.56

∴速度压=30.88

全部压力损失=

231.1风机前后静压差=255.1

风机全压=P tf =237.2mmH 2o =2372.1

风机功率=

W=

(Q*PTf)/(61.20*0.6)= 4.8

Q=全部排风量;Ptf=风机全压;0.6是风机效率

5

结论1

修正3

速度压(Pv)(mmH2O)直管平均比摩组长度(M)局部阻力合

19.840.08 1.587 1.587 19.84 2.106 1 2.106 3.693 19.840.397.736 11.429 19.84 2.106 15 31.587 43.016 19.840.397.736 50.753 19.84 2.106 10 21.058 71.811 19.840.2 3.967 75.778

速度压(Pv)(mmH2O)直管平均比摩组长度(M)

局部阻力合

19.840.9919.638 19.638 19.84 2.581 1 2.581 22.220 19.840.397.736 29.956 19.84 2.581 4.511.616 41.571 19.840.397.736 49.308 19.84 2.581 615.487 64.795 19.840.397.736 72.531 19.84 2.581 410.325 82.856 19.840.15 2.976 85.832 19.840.28

5.554 91.386

)的压力损失

(0`-7)直管压损系数*速度压Pv1=

54.75

∴(0`-7)局部阻力系数=

直管的压损阻力系数 2.76

速度压(Pv)(mmH2O)直管平均比摩组长度(M)局部阻力合

23.920.08 1.914 1.914 23.92 2.679 2669.651 71.564 23.920.399.330 80.894 23.920.399.330 90.224 23.920.2 4.785 95.008 速度压(Pv)(mmH2O)直管平均比摩组长度(M)局部阻力合

23.21 1.988 7.514.910 109.919 23.210.2 4.642 114.561 速度压(Pv)(mmH2O)直管平均比摩组长度(M)

局部阻力合

19.840.25 4.959 4.959 19.84 2.305 49.221 14.180 19.840.397.736 21.917 19.84 2.305 3 6.916 28.832 19.840.397.736 36.569 19.84 2.305 511.526 48.095 19.840.397.736 55.831 19.84 2.305 4

9.221 65.052 19.840.15

2.976 68.028

压损系数/ 局部阻力系数直管(mmH2O/m)

压力损失(mmH2O/m)

压损系数/ 局部阻力系数直管(mmH2O/m)

压力损失(mmH2O/m)

压损系数/ 局部阻力系数直管(mmH2O/m)

压力损失(mmH2O/m)压损系数/ 局部阻力系数直管(mmH2O/m)

压力损失(mmH2O/m)压损系数/ 局部阻力系数直管(mmH2O/m)

压力损失(mmH2O/m)

19.840.28 5.554 73.582

(0``-9``)直管压损系数*速度压Pv1=

36.88 ∴(0``-9``)局

直管的压损系数= 1.86

速度压(Pv)(mmH2O)直管平均比摩组长度(M)局部阻力合

30.880.257.721 7.721 30.88 4.038 1664.613 72.334 30.880.3912.045 84.379 30.880.3912.045 96.423 30.880.3912.045 108.468 30.880.15 4.633 113.101 30.880.288.648 121.748 速度压(Pv)(mmH2O)直管平均比摩组长度(M)

局部阻力合

23.17 1.620 812.958 127.519 62.9580.000 207.519 6.120.306 1.50.459 207.978 6.120.39 2.388 210.365 6.120.306 1.50.459 210.825 6.120.39 2.388 213.212 6.120.306 2.50.765 213.978 速度压(Pv)(mmH2O)直管平均比摩组长度(M)

局部阻力合

6.12 1.1 6.735 6.735 6.120.306 5 1.531 8.265 6.120.39 2.388 10.653 6.120.306 1.50.459 11.112 6.120.39 2.388 13.500 6.120.306 2.5

0.765 14.265

231.1

Pa

KW

0.6是风机效率

压损系数/ 局部阻力系数直管(mmH2O/m)

压力损失(mmH2O/m)

压损系数/ 局部阻力系数直管(mmH2O/m)

压力损失(mmH2O/m)压损系数/ 局部阻力系数直管(mmH2O/m)

压力损失(mmH2O/m)

静压(mmH2O/m)

静压合

-21.424-21.424

-2.106-23.529

-7.736-31.266

-31.587-62.853

-7.736-70.589

-21.058-91.647

-3.967-95.615

静压(mmH2O/m)

静压合

-39.475-39.475

-2.581-42.056

-7.736-49.793

-11.616-61.408

-7.736-69.145

-15.487-84.632

-7.736-92.368

-10.325-102.693

-2.976-105.669

-5.554-111.223(0`-7)局部阻力系数= 3.82

静压(mmH2O/m)

静压合

-25.836-25.836

-69.651-95.487

-9.330-104.817

-9.330-114.147

-4.785-118.931

静压(mmH2O/m)

静压合

-38.120-157.051

-4.642-161.693

静压(mmH2O/m)

静压合

-24.796-24.796

-9.221-34.017

-7.736-41.753

-6.916-48.669

-7.736-56.405

-11.526-67.932

-7.736-75.668

-9.221-84.889

-2.976-87.865

-5.554-93.419 `)局部阻力系数= 3.71

静压(mmH2O/m)

静压合

-38.605-38.605

-64.613-103.218

-12.045-115.263

-12.045-127.307

-12.045-139.352

-4.633-143.985

-8.648-152.632

静压(mmH2O/m)

静压合

-12.958-174.651

-62.952-237.603

-0.459-238.062

-2.388-240.450

-0.459-240.909

-2.388-243.297

-0.765-244.062

-2.388-246.450

-0.459-246.909

静压(mmH2O/m)

静压合

0.6120.612

1.531

2.143

2.388 4.531

0.459 4.990

2.3887.378

0.7658.143

255.1

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