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管网平差计算
给水管网平差计算表-
q h 0-4 1275 700 0.0115 14.6568 370.645 2.0 5.4325 1-2 765 450 0.1195 91.4502 -167.91 -2.6 15.3554 2-3 675 150 40.3893 ########## 12 3.9 327.1531 3-4 710 600 0.0260 18.4759 288.43 1.5 5.3290 1-4 715 500 0.0684 48.9007 -230 -2.6 11.2472 3-6 550 150 40.3893 ########## -12 -3.2 266.5692 5-6 710 450 0.1195 84.8754 177.14 2.7 15.0348 4-5 550 500 0.0684 37.6159 230 2.0 8.6517 3-4 710 600 0.0260 18.4759
给水管网平差计算表-
q h 0-4 1275 700 0.0115 14.6568 370.645 2.0 5.4325 1-2 765 450 0.1195 91.4502 -167.91 -2.6 15.3554 2-3 675 150 40.3893 ########## 12 3.9 327.1531 3-4 710 600 0.0260 18.4759 288.43 1.5 5.3290 1-4 715 500 0.0684 48.9007 -230 -2.6 11.2472 3-6 550 150 40.3893 ########## -12 -3.2 266.5692 5-6 710 450 0.1195 84.8754 177.14 2.7 15.0348 4-5 550 500 0.0684 37.6159 230 2.0 8.6517 3-4 710 600 0.0260 18.4759
