给排水管网课程设计(15)

时间:2025-03-10

27 27.748 60.152 94.706 34.554 28 76.170 60.439 94.475 34.036 29 107.668 60.781 94.580 33.799 30 80.464 61.370 94.077 32.707 31 78.689 61.578 93.787 32.209 32 134.742 61.305 91.937 30.632 33 176.886 61.820 92.778 30.958 34 82.824 62.468 91.775 29.307 35 44.440 62.069 90.542 28.473 36 128.585 61.595 93.788 32.193 37 171.396 60.774 94.041 33.267 38 135.398 60.355 93.753 33.398 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 1682.353 0.806 0.419 0.451 2-3 1600 654.9 1768.641 0.848 0.461 0.302 2-1 1600 427.0 1436.729 0.689 0.309 0.132 5-4 1600 1045.2 1626.660 0.780 0.393 0.411 6-5 1200 979.2 736.926 0.626 0.364 0.356 7-32 350 1982.2 58.070 0.564 1.312 2.601 7-6 1200 302.5 710.242 0.604 0.339 0.103 8-7 1000 586.4 555.444 0.678 0.528 0.309 9-34 350 344.4 64.640 0.628 1.609 0.554 9-8 300 3941.9 29.125 0.383 0.763 3.008 10-9 300 2285.3 22.737 0.299 0.480 1.098 10-34 300 1059.1 23.557 0.310 0.513 0.543 11-31 700 880.6 233.333 0.580 0.600 0.528 11-10 500 843.6 134.684 0.649 1.115 0.941 12-11 350 472.3 46.814 0.455 0.873 0.412 12-36 300 1099.5 30.965 0.408 0.856 0.941 13-14 300 1148.9 26.985 0.355 0.661 0.760 13-12 300 2322.3 6.337 0.083 0.047 0.108 14-37 300 1309.7 40.325 0.531 1.410 1.846 15-14 300 1219.1 16.705 0.220 0.271 0.331 16-15 300 427.7 23.261 0.306 0.501 0.214 17-23 500 1293.7 119.136 0.574 0.883 1.142 17-16 300 552.1 39.766 0.523 1.373 0.758 18-17 300 1292.7 4.708 0.062 0.027 0.035 19-22 900 1412.8 424.793 0.640 0.537 0.758 19-21 500 1210.1 131.071 0.632 1.059 1.281 19-18 300 156.5 22.341 0.294 0.465 0.073 20-19 300 2029.0 43.391 0.571 1.620 3.287 21-20 300 1170.7 44.688 0.588 1.713 2.006

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