给水课程设计终稿

1、管网平差,环号,管长(m),管径（mm）,管段编号,S,he（m）,流量初分配,第一次平差,第二次平差,第三次平差,q(L/s),h（m）,s|q|0.852,q(L/s),h（m）,s|q|0.852,q(L/s),h（m）,s|q|0.852,q(L/s),h（m）,s|q|0.852,1,315,500,-2,16.29 ,0,-384.83 ,-2.78 ,7.22 ,-329.69 ,-2.09 ,6.33 ,-327.06 ,-2.06 ,6.28 ,-325.79 ,-2.04 ,6.26 ,315,500,9,16.29 ,0,151.52 ,0.49 ,3.26 ,206.6

2、6 ,0.88 ,4.25 ,209.29 ,0.90 ,4.30 ,210.56 ,0.91 ,4.32 ,490,500,10,25.33 ,0,165.47 ,0.91 ,5.47 ,220.61 ,1.54 ,6.99 ,223.24 ,1.58 ,7.06 ,224.51 ,1.59 ,7.10 ,490,500,-11,25.33 ,0,-151.51 ,-0.77 ,5.08 ,-111.91 ,-0.44 ,3.92 ,-116.29 ,-0.47 ,4.05 ,-115.40 ,-0.46 ,4.02 ,-2.15 ,21.03 ,-0.10 ,21.49 ,-0.05 ,2

3、1.69 ,0.00 ,21.70 ,55.14 ,2.63 ,1.28 ,0.07 ,2,680,400,-3,104.23 ,0,-199.58 ,-5.27 ,26.40 ,-184.04 ,-4.54 ,24.64 ,-177.03 ,-4.22 ,23.84 ,-176.65 ,-4.20 ,23.80 ,485,300,-7,301.76 ,0,-80.76 ,-2.86 ,35.37 ,-63.37 ,-1.82 ,28.77 ,-57.74 ,-1.53 ,26.57 ,-57.90 ,-1.54 ,26.64 ,680,300,8,423.09 ,0,80.77 ,4.01

4、,49.59 ,85.98 ,4.50 ,52.30 ,93.05 ,5.21 ,55.95 ,93.16 ,5.22 ,56.00 ,490,500,11,25.33 ,0,151.51 ,0.77 ,5.08 ,111.91 ,0.44 ,3.92 ,116.29 ,0.47 ,4.05 ,115.40 ,0.46 ,4.02 ,-3.35 ,116.44 ,-1.42 ,109.63 ,-0.08 ,110.41 ,-0.06 ,110.46 ,15.54 ,7.01 ,0.38 ,0.32 ,3,610,300,-4,379.54 ,0,-72.87 ,-2.97 ,40.75 ,-7

5、4.71 ,-3.11 ,41.63 ,-73.35 ,-3.01 ,40.98 ,-72.80 ,-2.96 ,40.72 ,485,200,-5,2173.86 ,0,-35.88 ,-4.58 ,127.63 ,-37.72 ,-5.03 ,133.20 ,-36.36 ,-4.69 ,129.07 ,-35.81 ,-4.56 ,127.42 ,610,200,6,2734.13 ,0,36.50 ,5.95 ,162.89 ,34.66 ,5.40 ,155.85 ,36.02 ,5.80 ,161.08 ,36.57 ,5.97 ,163.15 ,485,300,7,301.76

6、,0,80.76 ,2.86 ,35.37 ,63.37 ,1.82 ,28.77 ,57.74 ,1.53 ,26.57 ,57.90 ,1.54 ,26.64 ,1.25 ,366.64 ,-0.91 ,359.45 ,-0.36 ,357.70 ,-0.02 ,357.93 ,-1.84 ,1.37 ,0.55 ,0.03 ,4,680,300,-8,423.09 ,0,-80.77 ,-4.01 ,49.59 ,-85.98 ,-4.50 ,52.30 ,-93.05 ,-5.21 ,55.95 ,-93.16 ,-5.22 ,56.00 ,630,300,-13,391.98 ,0,

7、-70.74 ,-2.90 ,41.04 ,-60.40 ,-2.17 ,35.87 ,-60.47 ,-2.17 ,35.91 ,-60.20 ,-2.15 ,35.77 ,630,500,12,32.57 ,0,169.60 ,1.22 ,7.18 ,179.94 ,1.36 ,7.55 ,179.87 ,1.36 ,7.55 ,180.14 ,1.36 ,7.56 ,680,300,18,423.09 ,0,68.95 ,2.99 ,43.34 ,94.18 ,5.32 ,56.53 ,99.90 ,5.94 ,59.44 ,101.77 ,6.15 ,60.39 ,-2.70 ,141

8、.15 ,0.02 ,152.26 ,-0.08 ,158.85 ,0.14 ,159.72 ,10.34 ,-0.07 ,0.28 ,-0.47 ,5,340,100,16,44563.99 ,0,5.67 ,3.08 ,543.30 ,5.64 ,3.05 ,540.47 ,5.41 ,2.82 ,521.79 ,5.31 ,2.73 ,513.52 ,260,300,17,161.77 ,0,59.28 ,0.86 ,14.57 ,74.14 ,1.31 ,17.63 ,79.71 ,1.49 ,18.75 ,81.20 ,1.55 ,19.05 ,270,100,-15,35389.0

9、5 ,0,-5.65 ,-2.43 ,430.14 ,-5.68 ,-2.46 ,432.39 ,-5.91 ,-2.64 ,447.11 ,-6.01 ,-2.73 ,453.58 ,340,200,-14,1523.94 ,0,-23.33 ,-1.45 ,62.01 ,-23.36 ,-1.45 ,62.08 ,-23.59 ,-1.48 ,62.60 ,-23.69 ,-1.49 ,62.83 ,0.07 ,1050.01 ,0.44 ,1052.57 ,0.20 ,1050.25 ,0.06 ,1048.97 ,-0.03 ,-0.23 ,-0.10 ,-0.03 ,6,260,20

10、0,19,1165.37 ,0,28.84 ,1.64 ,56.80 ,3.83 ,0.04 ,10.17 ,-1.12 ,0.00 ,3.56 ,-2.58 ,-0.02 ,7.27 ,680,100,20,89127.98 ,0,28.83 ,125.21 ,4343.12 ,13.93 ,32.56 ,2337.26 ,8.14 ,12.04 ,1478.82 ,6.55 ,8.04 ,1228.50 ,260,300,-17,161.77 ,0,-59.28 ,-0.86 ,14.57 ,-74.14 ,-1.31 ,17.63 ,-79.71 ,-1.49 ,18.75 ,-81.2

11、0 ,-1.55 ,19.05 ,680,300,-18,423.09 ,0,-68.95 ,-2.99 ,43.34 ,-94.18 ,-5.32 ,56.53 ,-99.90 ,-5.94 ,59.44 ,-101.77 ,-6.15 ,60.39 ,123.00 ,4457.83 ,25.97 ,2421.59 ,4.60 ,1560.57 ,0.33 ,1315.20 ,-14.90 ,-5.79 ,-1.59 ,-0.14 ,7,260,200,-19,1165.37 ,0,-28.84 ,-1.64 ,56.80 ,-3.83 ,-0.04 ,10.17 ,1.12 ,0.00 ,

12、3.56 ,2.58 ,0.02 ,7.27 ,650,200,-21,2913.42 ,0,-31.15 ,-4.72 ,151.65 ,-21.04 ,-2.28 ,108.55 ,-21.88 ,-2.46 ,112.23 ,-22.01 ,-2.48 ,112.80 ,260,200,-22,1165.37 ,0,-13.10 ,-0.38 ,29.00 ,-2.99 ,-0.02 ,8.24 ,-3.83 ,-0.04 ,10.17 ,-3.96 ,-0.04 ,10.46 ,650,200,23,2913.42 ,0,13.05 ,0.94 ,72.26 ,23.16 ,2.73

13、,117.80 ,22.32 ,2.55 ,114.15 ,22.19 ,2.52 ,113.59 ,-5.80 ,309.71 ,0.38 ,244.77 ,0.06 ,240.12 ,0.02 ,244.12 ,10.11 ,-0.84 ,-0.13 ,-0.03 ,设计工况水力分析计算结果,管段或节点编号,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,1管段流量（L/s),325.79 ,176.65 ,72.80 ,35.81 ,36.57 ,57.90 ,93.16 ,210.56 ,224.51 ,115.

14、40 ,180.14 ,60.20 ,23.69 ,6.01 ,5.31 ,81.20 ,101.77 ,2.58 ,6.55 ,22.01 ,3.96 ,22.19 ,管内流速（m/s）,1.66 ,1.41 ,1.03 ,1.14 ,1.16 ,0.82 ,1.32 ,1.07 ,1.14 ,0.59 ,0.92 ,0.85 ,0.75 ,0.77 ,0.68 ,1.15 ,1.44 ,0.08 ,0.83 ,0.70 ,0.13 ,0.71 ,管段压降（m）,-2.04,-4.2,-2.96,-4.56,5.97,-1.54,5.22,0.91,1.59,0.46,1.36,-2.15,-1.49,-2.73,2.73,1.54,-6.14,0.27,8.23,1.03,0.05,4.56,节点水头(m）,297.86,295.82,291.62,288.66,289.1,290.07,287.79,293.01,286.43,286.43,286.43,286.43,286.43,283.7,286.43,287.92,254.5地面标高(m),254.8,253.8,253,252.4,256,251,255,254.5,252,251,2