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管网平差计算表

管网平差计算表
管网平差计算表

q(L/s)

1-2760150-12.001-4400150 4.002-5400150-4.004-5

700

250

31.60

2-3850250-39.602-5400150 4.003-6400300-59.605-685030076.40

4-5700250-31.604-7350150-4.005-8350150 4.007-870015012.805-6850300-76.406-935030058.205-8350150-4.008-9850250

39.00

∑△H 大环=

管长m

管径DN(mm)

1、输入管长,管径和初分配流量,面查表面积算自动平差

2、注意单位,管径为公称直径,单位毫米;流量为升每秒

3、流量输入请确定正负号,在环内以顺时针为正,逆时针为负

环号Ⅰ环

Ⅱ环

Ⅲ环

Ⅳ环

使用

说明

管段编号

△qⅣ=-∑

△qⅢ=-∑△qⅡ=-∑

△qⅠ=-∑

初分配流量第1次校正v(m/s)1000i h(m)∣h/q∣q(L/s)v(m/s)1000i

0.6791 6.3400-4.81840.4015-9.870.5583 4.4356

0.22640.88280.35310.0883 6.130.3471 1.8841

0.22640.8828-0.35310.0883-1.540.08720.1674

0.6437 2.9597 2.07180.065636.130.7360 3.7832

∑△h1-2.74660.6436∑△h1

Ⅰ=-∑△h/2∣h/q∣ 2.1336△qⅠ=-∑△h/2∣h/q∣

0.8067 4.4793-3.80740.0961-39.930.8134 4.5475

0.22640.88280.35310.0883 1.540.08720.1674

0.8432 3.8344-1.53380.0257-59.930.8478 3.8733

1.0808 6.0813 5.16910.067775.13 1.0629 5.8948

∑△h20.18100.2778∑△h2

Ⅱ=-∑△h/2∣h/q∣-0.3258△qⅡ=-∑△h/2∣h/q∣

0.6437 2.9597-2.07180.0656-36.130.7360 3.7832

0.22640.8828-0.30900.0772-6.400.3619 2.0302

0.22640.88280.30900.07720.670.03770.0395

0.72437.1367 4.99570.390310.400.5888 4.8857

∑△h3 2.92390.6103∑△h3

Ⅲ=-∑△h/2∣h/q∣-2.3953△qⅢ=-∑△h/2∣h/q∣

1.0808 6.0813-5.16910.0677-75.13 1.0629 5.8948

0.8234 3.6697 1.28440.022159.140.8366 3.7799

0.22640.8828-0.30900.0772-0.670.03770.0395

0.7945 4.3550 3.70170.094939.940.8136 4.5504

∑△h4-0.49200.2619∑△h4

Ⅳ=-∑△h/2∣h/q∣0.9393△qⅣ=-∑△h/2∣h/q∣-0.1336∑△H大环=-0.1319

次校正第2次校正h(m)∣h/q∣q(L/s)v(m/s)1000i h(m)

-3.37110.3417-9.840.5566 4.4103-3.3518

0.75360.1229 6.160.3489 1.90120.7605

-0.06690.0435-2.230.12640.3186-0.1274

2.64820.073336.230.7381

3.8027 2.6619

-0.03610.5813∑△h1-0.0568

0.0311△qⅠ=-∑△h/2∣h/q∣0.0

-3.86540.0968-39.200.7986 4.3965-3.7371

0.06690.0435 2.260.12820.32630.1305

-1.54930.0259-59.130.8365 3.7789-1.5116

5.01060.06677

6.26 1.0789 6.0608 5.1516

-0.33720.2328∑△h20.0335

0.7242△qⅡ=-∑△h/2∣h/q∣-0.

-2.64820.0733-36.200.7374 3.7967-2.6577

-0.71060.1111-6.470.3659 2.0703-0.7246

0.01380.0208 1.000.05650.07920.0277

3.42000.328710.330.5848

4.8258 3.3781

0.07510.5339∑△h30.0235

-0.0703△qⅢ=-∑△h/2∣h/q∣-0.

-5.01060.0667-75.54 1.0686 5.9538-5.0607

1.32290.022458.740.8310 3.7325 1.3064

-0.01380.0208-1.070.06040.0890-0.0311

3.86780.096839.540.8054

4.4661 3.7962

0.16640.2067∑△h40.0107

-0.4025△qⅣ=-∑△h/2∣h/q∣-0.

∑△H大环=-0.0839

∣h/q∣

q(L/s)

v(m/s)

1000i

h(m)

∣h/q∣

0.3408-9.790.5539 4.3714-3.32230.33940.1234 6.210.3516 1.92760.77100.12410.0570-2.120.11980.2904-0.11620.05480.073536.30

0.7395

3.8162 2.67130.07360.5947∑△h1

0.0039

0.5920

0.0953-39.270.8000 4.4107-3.74910.09550.0576 2.200.12430.30940.12380.05630.0256-59.180.8372 3.7844-1.51380.02560.067676.22

1.0783

6.0544 5.14620.06750.2461∑△h2

0.00720.2449

0.0734-36.220.7379 3.8009-2.66060.07350.1121-6.490.3671 2.0827-0.72900.11240.0278 1.000.05660.07960.02790.02780.326910.31

0.5836 4.8074 3.36510.32630.5401∑△h3

0.00340.5400

0.0670-75.56 1.0690 5.9575-5.06390.06700.022258.710.8306 3.7296 1.30530.02220.0292-1.090.06180.0926-0.03240.02970.096039.510.8049 4.4609

3.79180.09600.2144∑△h4

0.00090.2149

∑△H 大环=-0.0807

△qⅢ=-∑△h/2∣h/q∣

-0.0032

-0.0249

△qⅣ=-∑△h/2∣h/q∣

-0.0020

-0.0217

△qⅠ=-∑△h/2∣h/q∣

-0.0033

-0.0682△qⅡ=-∑△h/2∣h/q∣

-0.0146第3次校正0.0478

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