排水管道水力计算实例

1、管道n=0.014计算管段生 活 污 水集中流量设计流量设 计 管 段本 段 生 活 污 水转输流量平均流量总变化系数Kz设计流量本段转输地面标高管内底高程（米）编号长度L街区面积F比流量q0平均流量qQ1Q2Q3Q4Q管径D管道坡度i充满度半中心角流速v流量Q起端迄端地面坡度起端迄端降落量H起-迄（米）（公顷） 升/秒.公顷 （升/秒） （升/秒） （升/秒）（升/秒） （升/秒）（升/秒）（升/秒）DN（）h/D（度）（米/秒）（升/秒）（米）（米）（）（米）（米）（米）28-293830.000.528000#DIV/0!#DIV/0!3003.00.551.4710.72328.807

2、122.60117.6013.06116.774116.10.67429-302100.000.528000#DIV/0!#DIV/0!3003.00.551.4710.72328.807117.60115.0012.40114.647113.51.14730-313500.000.528000#DIV/0!#DIV/0!3002.00.551.4710.59023.520115.00109.1016.84113.5107.65.90031-3247763.390.52833.47033.471.861762.3162.313002.00.551.4710.59023.520109.10107

3、.403.56107.600105.8241.77632-333569.730.5285.1434.1939.331.829571.9671.964002.00.651.2660.75765.417107.40106.003.93105.824104.5561.26833-341730.000.528039.3439.341.829571.9771.974002.00.651.2660.75765.417106.00105.005.78104.456103.0001.45634-351930.000.528039.3439.341.829571.9771.974007.80.651.2661.

4、494129.187105.00104.005.19102.900101.8001.10035-101700.000.528048.1648.161.789986.2086.204007.80.651.2661.494129.187104.00103.005.87101.800100.5001.30010-11370.000.528092.3592.351.6684154.08154.086002.60.71.1591.151243.404103.00104.65-45.21100.40099.8000.60099-1002750.870.5280.46137.04137.51.5982219

5、.75219.756002.60.71.1591.151243.404104.65103.205.2899.80099.3000.500100-101470.000.5280154.2154.21.5785243.41243.416002.60.71.1591.151243.404103.2095.44166.1799.30094.2245.07620-21450.000.5280367.33367.332734.66734.6610002.60.751.0471.6381035.17395.9795.0021.8093.0000.00093.000150-1511700.000.528034

6、.634.6269.2069.205006.80.71.1591.649242.07397.3196.564.4097.30895.8201.48812-1826.790.52814.14512126.95141.09512 1.5938 224.87108224.8710870010.71.1592795 0.791336 227.701911-1830.080.94328.3654428.36544 1.8953 53.7597453.7597440020.651.2661037 0.756549 65.4165812-1910.030.9439.4582928.3654437.82373

7、 1.8373 69.49198469.49198450020.71.1592795 0.894247 131.282511-190.943178.91885 1.5534 277.93174277.9317480010.71.1592795 0.865012 325.096112-20107.830.943101.6837101.6837 1.6511 167.89474167.894746001.30.71.1592795 0.814145 172.112911-2022.870.94321.5664121.56641 1.9522 42.10161542.1016156001.30.71

8、.1592795 0.814145 172.112912-21已铺设48.990.94346.19757 67.76398 113.96155 1.6309 185.86489185.8648980020.71.1592795 1.223312 459.755311-210.943292.8804 1.4729 431.37668431.3766880020.71.1592795 1.223312 459.755312-2218.160.94317.12488291.239308.36388 1.4647 451.66199451.66199100010.751.0471976 1.01603

9、7 641.986911-2225.770.94324.30111 308.3639 332.66501 1.4528 483.28048483.28048100010.751.0471976 1.016037 641.986900#DIV/0!116.390.943109.7558109.75577 1.6376 179.73395179.7339186.6656.6230.7 239.3657流量误差管道埋深（米）起端迄端Q（米）（米）（升/秒）5.8261.500#DIV/0!2.9531.500#DIV/0!1.5001.500#DIV/0!1.5001.576-38.79015111

10、1.5761.444-6.538698471.5442.000-6.5550176222.1002.20057.21579772.2002.50042.983828152.6004.85089.327140874.8503.90023.651376743.9001.216-0.006553882.97095.000300.51284050.0020.740172.87295112.83077769211.6568409461.7905066847.164363714.21817676130.0113057273.890430328.37864036190.3249487158.7064577设

11、 计 管 段管道n=0.014计算管段生 活 污 水集中流量设计流量设 计 管 段本 段 生 活 污 水转输流量平均流量总变化系数Kz设计流量本段转输地面标高管内底高程（米）编号长度L街区面积F比流量q0平均流量qQ1Q2Q3Q4Q管径D管道坡度i充满度半中心角流速v流量Q起端迄端地面坡度起端迄端降落量H起-迄（米）（公顷） 升/秒.公顷 （升/秒） （升/秒） （升/秒）（升/秒） （升/秒）（升/秒）（升/秒）DN（）h/D（度）（米/秒）（升/秒）（米）（米）（）（米）（米）（米）90-9122510.280.5285.4305.432.265712.3012.303003.00.551

12、.4710.72328.807122.60117.6022.26116.774116.10.67491-9229415.150.52885.4313.432.054627.5927.593003.00.551.4710.72328.807117.60115.008.84114.647113.51.14792-932654.550.5282.411.0313.432.054627.5927.593002.00.551.4710.59023.520115.00109.1022.29113.5107.65.90093-942532.180.5281.1521.6722.821.940344.2844

13、.283002.00.551.4710.59023.520109.10107.406.72107.600105.8241.77694-952380.970.5280.5131.9732.481.867760.6660.663002.00.551.4710.59023.520107.40106.005.88105.824104.5561.26895-962736.330.5283.3457.1560.491.7464105.64105.644002.00.651.2660.75765.417106.00105.003.66104.456103.0001.45696-973062.410.5281

14、.2755.8857.151.7572100.42100.425007.80.71.1591.766259.262105.00104.003.27102.900101.8001.10097-982521.690.5280.8994.1595.041.6632158.07158.075007.80.71.1591.766259.262104.00103.003.97101.800100.5001.30098-993406.630.5283.5118.48121.981.619197.49197.496002.60.71.1591.151243.404103.00104.65-4.85100.40

15、099.8000.60099-1002750.870.5280.46137.04137.51.5982219.75219.756002.60.71.1591.151243.404104.65103.205.2899.80099.3000.500100-101470.000.5280154.2154.21.5785243.41243.416002.60.71.1591.151243.404103.2095.44166.1799.30094.2245.07620-21450.000.5280367.33367.332734.66734.6610002.60.751.0471.6381035.173

16、95.9795.0021.8093.0000.00093.000150-1511700.000.528034.634.6269.2069.205006.80.71.1591.649242.07397.3196.564.4097.30895.8201.48812-1826.790.52814.14512156.58170.72512 1.5613 266.54971266.5497170010.71.1592795 0.791336 227.701911-1830.080.94328.3654428.36544 1.8953 53.7597453.7597440020.651.2661037 0

17、.756549 65.4165812-1910.030.9439.4582928.3654437.82373 1.8373 69.49198469.49198450020.71.1592795 0.894247 131.282511-190.943208.54885 1.5279 318.64144318.6414480010.71.1592795 0.865012 325.096112-20107.830.943101.6837101.6837 1.6511 167.89474167.894746001.30.71.1592795 0.814145 172.112911-2022.870.9

18、4321.5664121.56641 1.9522 42.10161542.1016156001.30.71.1592795 0.814145 172.112912-21已铺设48.990.94346.19757 67.76398 113.96155 1.6309 185.86489185.8648980020.71.1592795 1.223312 459.755311-210.943322.5104 1.4576 470.09963470.0996380020.71.1592795 1.223312 459.755312-2218.160.94317.12488291.239308.363

19、88 1.4647 451.66199451.66199100010.751.0471976 1.016037 641.986911-2225.770.94324.30111 308.3639 332.66501 1.4528 483.28048483.28048100010.751.0471976 1.016037 641.986900#DIV/0!116.390.943109.7558109.75577 1.6376 179.73395179.7339186.6656.6230.7 239.3657流量误差管道埋深（米）起端迄端Q（米）（米）（升/秒）5.8261.50016.503544

20、692.9531.5001.2126497211.5001.500-4.0734462291.5001.576-20.757413191.5761.444-37.143479691.5442.000-40.223970912.1002.200158.84048742.2002.500101.1877832.6004.85045.917495264.8503.90023.651376743.9001.216-0.006553882.97095.000300.51284050.0020.740172.8729511-38.8478506911.6568409461.790506686.454658

21、244.21817676130.0113057273.8904303-10.34430969190.3249487158.7064577设 计 管 段管道n=0.014计算管段生 活 污 水集中流量设计流量设 计 管 段本 段 生 活 污 水转输流量平均流量总变化系数Kz设计流量本段转输地面标高管内底高程（米）编号长度L街区面积F比流量q0平均流量qQ1Q2Q3Q4Q管径D管道坡度i充满度半中心角流速v流量Q起端迄端地面坡度起端迄端降落量H起-迄（米）（公顷） 升/秒.公顷 （升/秒） （升/秒） （升/秒）（升/秒） （升/秒）（升/秒）（升/秒）DN（）h/D（度）（米/秒）（升/秒）（米

22、）（米）（）（米）（米）（米）191-1921423.710.5281.962.514.4728.948.943003.00.551.4710.72328.807100.90100.572.32101.365100.9390.426192-1933032.970.5281.5710.2511.82223.6423.643003.00.551.4710.72328.807100.5799.782.61100.939100.0200.919193-1941651.500.5280.7911.8112.6225.2025.203002.00.551.4710.59023.52099.7899.620

23、.97100.02099.6180.402194-1951995.150.5282.7214.5817.3234.6034.603002.00.551.4710.59023.52099.6299.251.8699.61899.2670.351195-1961040.970.5280.5118.3218.83237.6637.663002.00.551.4710.59023.52099.2599.042.0299.26798.9110.356196-1526846.330.5283.3421.2624.6249.2049.204002.00.651.2660.75765.41799.0496.5

24、63.6298.91195.9202.991152-153270.000.528063.4163.412126.82126.828007.80.71.1592.416907.94496.5697.33-28.6295.52095.3190.201153-1011640.000.528063.4163.412126.82126.828007.80.71.1592.416907.94497.3397.48-0.9195.31994.0241.295101-1021060.000.5280217.6217.62435.20435.208002.60.71.1591.395524.20297.4896

25、.1013.0394.02493.7480.276102-202100.000.5280217.6217.62435.20435.208002.60.71.1591.395524.20296.1095.970.6293.74893.2000.54820-21450.000.5280367.33367.332734.66734.6610002.60.751.0471.6381035.17395.9795.0021.8093.0000.00093.000150-1511700.000.528034.634.6269.2069.205006.80.71.1591.649242.07397.3196.

26、564.4097.30895.8201.48812-1826.790.52814.14512252.2266.34512 1.4881 396.33791396.3379170010.71.1592795 0.791336 227.701911-1830.080.94328.3654428.36544 1.8953 53.7597453.7597440020.651.2661037 0.756549 65.4165812-1910.030.9439.4582928.3654437.82373 1.8373 69.49198469.49198450020.71.1592795 0.894247

27、131.282511-190.943304.16885 1.4669 446.17707446.1770780010.71.1592795 0.865012 325.096112-20107.830.943101.6837101.6837 1.6511 167.89474167.894746001.30.71.1592795 0.814145 172.112911-2022.870.94321.5664121.56641 1.9522 42.10161542.1016156001.30.71.1592795 0.814145 172.112912-21已铺设48.990.94346.19757

28、 67.76398 113.96155 1.6309 185.86489185.8648980020.71.1592795 1.223312 459.755311-210.943418.1304 1.4173 592.62365592.6236580020.71.1592795 1.223312 459.755312-2218.160.94317.12488291.239308.36388 1.4647 451.66199451.66199100010.751.0471976 1.016037 641.986911-2225.770.94324.30111 308.3639 332.66501

29、 1.4528 483.28048483.28048100010.751.0471976 1.016037 641.986900#DIV/0!116.390.943109.7558109.75577 1.6376 179.73395179.7339186.6656.6230.7 239.3657流量误差管道埋深（米）起端迄端Q（米）（米）（升/秒）-0.465-0.36919.86652566-0.369-0.2405.166525656-0.2400.002-1.6795702930.002-0.017-11.07957029-0.0170.129-14.139570290.1290.640

30、16.216580991.0402.011781.12400092.0113.456781.12400093.4562.35289.001713312.3522.77089.001713312.97095.000300.51284050.0020.740172.8729511-168.63605511.6568409461.79050668-121.08096934.21817676130.0113057273.8904303-132.8683344190.3249487158.7064577设 计 管 段管道n=0.014计算管段生 活 污 水集中流量设计流量设 计 管 段本 段 生 活 污

31、 水转输流量平均流量总变化系数Kz设计流量本段转输地面标高管内底高程（米）编号长度L街区面积F比流量q0平均流量qQ1Q2Q3Q4Q管径D管道坡度i充满度半中心角流速v流量Q起端迄端地面坡度起端迄端降落量H起-迄（米）（公顷） 升/秒.公顷 （升/秒） （升/秒） （升/秒）（升/秒） （升/秒）（升/秒）（升/秒）DN（）h/D（度）（米/秒）（升/秒）（米）（米）（）（米）（米）（米）157-1401421.880.5280.992.823.8127.627.623003.00.551.4710.72328.783100.90100.502.82101.365100.9400.425140

32、-1412305.040.5282.669.3412224.0024.003003.00.551.4710.72428.832100.50100.002.18100.940100.2500.690141-142760.000.52801212224.0024.003002.00.551.4710.59223.567100.0099.871.71100.250100.0970.153142-1431492.010.5281.061314.06228.1228.123002.00.551.4710.59023.52099.8799.621.68100.09799.7940.303143-14420

33、91.630.5280.8614.0614.92229.8429.843002.00.551.4710.59023.52099.6299.251.7799.79499.3540.440144-145980.550.5280.2914.9215.21230.4230.423002.00.551.4710.59023.52099.2599.061.9599.35499.1330.221145-146740.000.528016.5816.58233.1633.164002.00.651.2660.75765.41799.0698.921.8999.03398.8630.170146-147206.

34、760.5283.5721.4224.99249.9849.984002.00.651.2660.75765.41798.9298.6613.3398.86398.8220.041147-1483030.000.528024.9924.99249.9849.984002.00.651.2660.75765.41798.6698.022.1198.82298.1890.633148-1491522.420.5281.2831.2432.52265.0465.044002.00.651.2660.75765.41798.0297.731.9198.18997.9000.289149-150660.

35、000.528032.5232.52265.0465.045006.80.71.1591.649242.07397.7397.316.3397.80097.3080.492150-1511700.000.528034.634.6269.2069.205006.80.71.1591.649242.07397.3196.564.4097.30895.8201.48812-1826.790.52814.1451259.5973.73512 1.7095 126.04757126.0475770010.71.1592795 0.791336 227.701911-1830.080.94328.3654

36、428.36544 1.8953 53.7597453.7597440020.651.2661037 0.756549 65.4165812-1910.030.9439.4582928.3654437.82373 1.8373 69.49198469.49198450020.71.1592795 0.894247 131.282511-190.943111.55885 1.6347 182.36542182.3654280010.71.1592795 0.865012 325.096112-20107.830.943101.6837101.6837 1.6511 167.89474167.89

37、4746001.30.71.1592795 0.814145 172.112911-2022.870.94321.5664121.56641 1.9522 42.10161542.1016156001.30.71.1592795 0.814145 172.112912-21已铺设48.990.94346.19757 67.76398 113.96155 1.6309 185.86489185.8648980020.71.1592795 1.223312 459.755311-210.943225.52041.515341.673341.67380020.71.1592795 1.223312

38、459.755312-2218.160.94317.12488291.239308.36388 1.4647 451.66199451.66199100010.751.0471976 1.016037 641.986911-2225.770.94324.30111 308.3639 332.66501 1.4528 483.28048483.28048100010.751.0471976 1.016037 641.986900#DIV/0!116.390.943109.7558109.75577 1.6376 179.73395179.7339186.6656.6230.7 239.3657流

39、量误差管道埋深（米）起端迄端Q（米）（米）（升/秒）-0.465-0.44021.1628319-0.440-0.2504.831607529-0.250-0.227-0.433315716-0.227-0.174-4.599570293-0.174-0.104-6.319570293-0.104-0.073-6.8995702930.0270.05732.256580990.057-0.16215.43658099-0.162-0.16915.43658099-0.169-0.1700.376580989-0.0700.002177.03295110.0020.740172.87295111

40、01.654290511.6568409461.79050668142.73067924.21817676130.0113057273.8904303118.0823115190.3249487158.7064577设 计 管 段管道n=0.014计算管段生 活 污 水集中流量设计流量设 计 管 段本 段 生 活 污 水转输流量平均流量总变化系数Kz设计流量本段转输地面标高管内底高程（米）编号长度L街区面积F比流量q0平均流量qQ1Q2Q3Q4Q管径D管道坡度i充满度半中心角流速v流量Q起端迄端地面坡度起端迄端降落量H起-迄（米）（公顷） 升/秒.公顷 （升/秒） （升/秒） （升/秒）（升/

41、秒） （升/秒）（升/秒）（升/秒）DN（）h/D（度）（米/秒）（升/秒）（米）（米）（）（米）（米）（米）11-12810.000.528092.3592.352184.70184.706001.50.71.1590.875184.87991.70093.300-19.7397.42197.3000.12112-134200.000.528092.3592.352184.70184.706001.50.71.1590.875184.87993.30090.7006.2097.30096.6610.63913-145610.000.528092.3592.352184.70184.70600

42、1.50.71.1590.875184.87990.70091.640-1.6796.66195.8170.84414-152660.000.5280126.86126.862253.72253.727001.20.71.1590.867249.43591.64095.600-14.8795.71795.3860.33115-165010.000.5280130.98130.982261.96261.967001.20.71.1590.867249.43595.60094.5002.1995.38694.5990.78716-173566.700.5283.54136.71140.252280

43、.50280.507001.20.71.1590.867249.43594.50094.3900.3194.59994.1470.45217-183590.000.5280146.11146.112292.22292.227001.20.71.1590.867249.43594.39095.500-3.0994.14793.6970.45018-191790.000.5280146.11146.112292.22292.227001.20.71.1590.867249.43595.50093.8009.4993.69793.4100.28719-201380.000.5280147.73147

44、.732295.46295.467001.20.71.1590.867249.43593.80095.970-15.7093.41093.3000.1107.760.5284.097287.317682.1939 16.05424916.05424970020.71.1592795 1.119118 322.019111-1712.150.5286.41524.0972810.51248 2.1097 22.17838522.1783855001.30.71.1592795 0.720965 105.843312-1826.790.52814.14512 158.24248 172.3876

45、1.5596 268.86377268.8637770010.71.1592795 0.791336 227.701911-1830.080.94328.3654428.36544 1.8953 53.7597453.7597440020.651.2661037 0.756549 65.4165812-1910.030.9439.4582928.3654437.82373 1.8373 69.49198469.49198450020.71.1592795 0.894247 131.282511-190.943210.21133 1.5266 320.90624320.9062480010.71

46、.1592795 0.865012 325.096112-20107.830.943101.6837101.6837 1.6511 167.89474167.894746001.30.71.1592795 0.814145 172.112911-2022.870.94321.5664121.56641 1.9522 42.10161542.1016156001.30.71.1592795 0.814145 172.112912-21已铺设48.990.94346.19757 67.76398 113.96155 1.6309 185.86489185.8648980020.71.1592795

47、 1.223312 459.755311-210.943324.17288 1.4568 472.26059472.2605980020.71.1592795 1.223312 459.755312-2218.160.94317.12488291.239308.36388 1.4647 451.66199451.66199100010.751.0471976 1.016037 641.986911-2225.770.94324.30111 308.3639 332.66501 1.4528 483.28048483.28048100010.751.0471976 1.016037 641.98

48、6900#DIV/0!116.390.943109.7558109.75577 1.6376 179.73395179.7339186.6656.6230.7 239.3657流量误差管道埋深（米）起端迄端Q（米）（米）（升/秒）-5.721-4.0000.178933557-4.000-5.9610.178933557-5.961-4.1770.178933557-4.0770.214-4.285114410.214-0.099-12.52511441-0.0990.243-31.065114410.2431.803-42.785114411.8030.390-42.785114410.39

49、02.670-46.02511441305.964803883.664942-41.1619098311.6568409461.790506684.1898611264.21817676130.0113057273.8904303-12.50526999190.3249487158.7064577设 计 管 段计算管段生 活 污 水集中流量设计流量设 计 管 段本 段 生 活 污 水转输流量 平均流量总变化系数Kz设计流量本段转输管道n=0.014地面标高编号长度L街区面积F比流量q0平均流量qQ1Q2Q3Q4Q管径D管道坡度i充满度半中心角流速v流量Q起端迄端地面坡度起迄（米）（公顷）升/秒

50、.公顷 （升/秒）（升/秒）（升/秒）（升/秒）（升/秒） （升/秒）（升/秒）DN（）h/D（度）（米/秒）（升/秒）（米）（米）（）121.9950.94320.7412920.74129 1.960427 40.6617840.66178240020.651.266104 0.75654965.416581#VALUE!22.170.9432.046312.0462.517625 5.1510615.151061430030.551.470629 0.723136 28.8065257232.0650.9431.947295 2.04631 3.993605 2.342186 9.353

51、7689.353767740020.651.266104 0.75654965.416581410.980.94310.35414 10.35414 20.70828 1.960764 40.6040540.6040525001.30.71.159279 0.720965 105.8433273520.140.94318.99202 3.993605 22.98563 1.938794 44.5643944.56438750010.71.159279 0.632328 92.83073913.450.94343.69391 43.69391 1.808854 79.0358979.035891

52、50010.71.159279 0.632328 92.83073916已铺设8.3530.9437.8768796000.71.159279678.3530.9437.8768797.876879 2.17652 17.1441817.1441846001.30.71.159279 0.814145172.1129277-124.50.94323.1035 51.57079 74.67429 1.707129 127.4787127.478676001.30.71.159279 0.814145172.11292787.760.9437.317687.31768 2.193899 16.05

53、42516.05424940020.651.266104 0.75654965.4165818912.150.94311.45745 28.05897 39.51642 1.828592 72.2594272.2594195001.30.71.159279 0.720965 105.84332791026.790.94325.26297 114.1907 139.4537 1.595771 222.5361222.5360870010.71.159279 0.791336 227.7018561130.080.94328.3654428.36544 1.895255 53.7597453.75

54、97440020.651.266104 0.75654965.416581111210.030.9439.45829 28.36544 37.82373 1.837259 69.4919869.49198450020.71.159279 0.894247131.282491212-10.943177.2774 1.554943 275.6562275.6561780010.71.159279 0.865012 325.09610213107.830.943101.6837101.6837 1.651147 167.8947167.894746001.30.71.159279 0.8141451

55、72.112921422.870.94321.5664121.56641 1.952185 42.1016142.1016156001.30.71.159279 0.814145172.112921415已铺设48.990.94346.19757 67.76398 113.9616 1.630944 185.8649185.8648980020.71.159279 1.223312 459.7553161515-10.943291.239 1.473771 429.2195429.2194880020.71.159279 1.223312 459.75531615-11618.160.9431

56、7.12488 291.239 308.3639 1.464705 451.662451.66199100010.751.047198 1.016037 641.986943161725.770.94324.30111 308.3639 332.665 1.452754 483.2805483.28048100010.751.047198 1.016037 641.98694300#DIV/0!#DIV/0!116.390.943109.7558109.7558 1.637581 179.7339179.7339流量误差管内底高程（米）管道埋深（米）起端迄端降落量H起端迄端Q（米）（米）（米）

57、（米）（米）（升/秒）#VALUE!#VALUE!0 #VALUE!24.754823.6554656.0628165.2392848.2663513.79485154.968744.6342549.3623333.583915.16577811.6568461.7905149.439934.218177130.0113273.890430.53584190.3249158.7065计算管段生 活 污 水集中流量设计流量设 计 管 段本 段 生 活 污 水转输流量 平均流量总变化系数Kz设计流量本段转输管道n=0.014地面标高管内底高程（米）编号长度L街区面积F比流量q0平均流量qQ1Q2Q

58、3Q4Q管径D管道坡度i充满度半中心角流速v流量Q起端迄端地面坡度起端迄端起迄（米）（公顷）升/秒.公顷 （升/秒）（升/秒）（升/秒）（升/秒）（升/秒） （升/秒）（升/秒）DN（）h/D（度）（米/秒）（升/秒）（米）（米）（）（米）（米）121.9950.943 20.7412920.74129 1.960427 40.6617840.66178240020.651.266104 0.756549 65.41658#DIV/0!022.170.9432.046312.046 2.517625 5.1510615.151061430030.551.470629 0.723136 28.80653232.0650.943 1.9472952.04631 3.993605 2.342186 9.3537689.353767740020.651.266104 0.756549 65.41658410.980.943 10.35414 10.35414 20.70828 1.960764 40.6040540.6040525001.30.71.159279 0.720965 105.84333520.