给排水管网课程设计(13)

11-31 700 880.6 333.358 0.828 1.187 1.046 11-10 500 843.6 192.720 0.929 2.217 1.870 12-11 350 472.3 66.588 0.647 1.703 0.804 12-36 300 1099.5 44.368 0.584 1.690 1.858 13-14 300 1148.9 38.256 0.504 1.276 1.466 13-12 300 2322.3 9.210 0.121 0.091 0.212 14-37 300 1309.7 57.614 0.758 2.782 3.644 15-14 300 1219.1 24.150 0.318 0.537 0.655 16-15 300 427.7 33.260 0.438 0.979 0.419 17-23 500 1293.7 170.328 0.821 1.748 2.262 17-16 300 552.1 56.839 0.748 2.711 1.497 18-17 300 1292.7 6.828 0.090 0.053 0.069 19-22 900 1412.8 606.535 0.914 1.063 1.502 19-21 500 1210.1 187.026 0.901 2.093 2.532 19-18 300 156.5 31.813 0.419 0.901 0.141 20-19 300 2029.0 61.996 0.816 3.202 6.497 21-20 300 1170.7 63.831 0.840 3.386 3.964 22-21 300 2869.4 40.269 0.530 1.406 4.034 23-22 1000 647.2 799.428 0.976 1.063 0.688 24-23 1200 2291.0 1102.730 0.937 0.789 1.808 24-2 1600 925.3 2090.093 1.002 0.637 0.589 25-24 1000 314.0 894.852 1.093 1.322 0.415 25-26 1000 596.8 865.961 1.058 1.240 0.740 26-27 800 397.4 493.439 0.939 1.288 0.512 27-28 800 426.3 453.799 0.864 1.096 0.467 28-37 800 1122.7 377.341 0.718 0.769 0.863 28-29 400 711.9 32.356 0.243 0.230 0.164 29-5 1200 924.7 1172.175 0.996 0.888 0.821 30-29 1200 1559.2 986.006 0.838 0.636 0.992 30-36 700 411.7 360.069 0.894 1.377 0.567 31-30 800 417.5 510.990 0.972 1.377 0.575 32-31 300 1037.6 65.219 0.859 3.529 3.662 33-8 800 1896.7 537.015 1.022 1.516 2.876 33-32 300 979.6 44.309 0.583 1.686 1.651 34-33 500 1054.9 176.527 0.851 1.873 1.975 35-33 300 1319.0 63.485 0.836 3.351 4.420 36-13 500 900.3 174.330 0.840 1.828 1.646 36-37 400 1405.2 42.322 0.317 0.379 0.532 37-38 350 1249.8 32.552 0.316 0.441 0.551 38-15 350 1018.6 79.545 0.773 2.393 2.437 38-26 600 1750.5 240.419 0.809 1.367 2.393 四、管网平差结果特征参数

水源点 1: 节点流量(L/s):-2289.550 节点压力(m):101.66 水源点 3: 节点流量(L/s):-2289.550 节点压力(m):101.83