给排水管网课程设计(12)

11 74.050 62.068 96.160 34.092 12 120.166 62.188 95.356 33.168 13 126.864 61.980 95.568 33.588 14 120.021 61.810 94.103 32.293 15 88.655 62.009 94.758 32.749 16 23.579 62.029 95.177 33.148 17 106.661 61.944 96.674 34.730 18 38.641 61.438 96.605 35.167 19 325.700 61.392 96.746 35.354 20 125.827 62.249 90.249 28.000 21 163.464 61.141 94.213 33.072 22 152.624 59.938 98.247 38.309 23 132.974 59.903 98.935 39.032 24 92.511 59.258 100.744 41.486 25 72.355 59.528 100.329 40.801 26 132.103 59.865 99.588 39.723 27 39.640 60.152 99.077 38.925 28 108.814 60.439 98.610 38.171 29 153.812 60.781 98.773 37.992 30 114.948 61.370 97.781 36.411 31 112.413 61.578 97.206 35.628 32 192.489 61.305 93.544 32.239 33 252.694 61.820 95.195 33.375 34 118.320 62.468 93.220 30.752 35 63.485 62.069 90.775 28.706 36 183.693 61.595 97.214 35.619 37 244.852 60.774 97.746 36.972 38 193.426 60.355 97.195 36.840 三、管道参数

管道编号 管径(mm) 管长(m) 流量(L/s) 流速(m/s) 千米损失(m) 管道损失(m)

2-4 1600 1075.9 2440.849 1.170 0.860 0.925 2-3 1600 654.9 2289.550 1.097 0.760 0.497 2-1 1600 427.0 2289.550 1.097 0.760 0.324 4-25 500 592.5 43.464 0.209 0.133 0.079 5-4 1600 1045.2 2317.824 1.111 0.778 0.813 6-5 1200 979.2 1052.428 0.894 0.721 0.706 7-32 350 1982.2 82.961 0.806 2.593 5.141 7-6 1200 302.5 1014.308 0.862 0.672 0.203 8-7 1000 586.4 793.164 0.969 1.047 0.614 9-34 350 344.4 92.019 0.894 3.165 1.090 9-8 300 3941.9 41.774 0.550 1.507 5.941 10-9 300 2285.3 32.637 0.430 0.945 2.160 10-34 300 1059.1 33.812 0.445 1.010 1.070