压力管线镇墩计算

1、支墩编号 与水平线夹角qw1qs1a3x温升y温升q0升x温降y温降上游1下游20.004.860.004.862.770.8910.9810.634.5827.31 -11.252.721.002.604.867.462.770.8910.9810.415.0526.18 -11.362.2013.957.4611.412.770.8910.9810.045.7624.36 -11.491.422.000.9811.4112.402.770.8910.989.945.9323.89 -11.511.223.00-8.0312.404.372.771.1911.8811.544.8529.78

2、 -12.153.044.000.004.374.372.771.1911.8811.544.8529.78 -12.153.045.007.394.3711.762.771.1911.8810.826.3026.18 -12.441.466.00-5.8211.765.942.771.1911.8811.415.1729.05 -12.232.717.000.005.945.942.771.1911.8811.415.1729.05 -12.232.718.000.005.945.942.771.1911.8811.415.1729.05 -12.232.719.007.815.9413.7

3、52.771.1911.8810.606.6725.13 -12.481.0210.0019.2013.7532.952.771.4912.788.4110.5214.71 -13.04-3.3711.002.3032.9535.252.771.4912.787.9810.8513.09 -12.90-3.8912.001.6935.2536.942.771.7913.688.2011.8612.73 -13.68-4.5713.001.6836.9438.622.772.0914.588.3612.8912.19 -14.43-5.3014.00-7.7538.6230.872.772.40

4、15.5110.6612.3919.60 -15.97-3.5115.00-14.8730.8715.992.772.4015.5113.499.2431.22 -16.330.7016.0016.6815.9932.672.772.4015.5110.2712.7218.09 -15.85-4.0217.005.8832.6738.552.772.7016.419.4314.5013.79 -16.24-5.9418.00-25.7338.5512.822.772.7016.4114.798.9735.39 -17.211.6919.00-3.9912.828.832.772.7016.41

5、15.387.9238.20 -17.062.8920.007.858.8316.682.773.0117.3414.9510.5134.35 -18.270.5621.0011.1916.6827.872.773.0117.3412.6313.2124.68 -18.03-2.9922.001.3027.8729.172.773.0117.3412.3313.4923.49 -17.96-3.4023.000.0029.1729.172.773.3118.2412.9714.2024.71 -18.89-3.5824.001.0429.1730.202.773.6219.1713.3615.

6、1624.91 -19.78-4.1225.00-4.6930.2025.512.773.6219.1714.5514.0229.63 -20.05-2.4926.00-3.8625.5121.662.773.6219.1715.4613.0133.37 -20.18-1.1327.0011.6521.6633.302.773.6219.1712.5215.8621.69 -19.53-5.1828.00-29.9433.303.360.691.857.627.462.9819.39-7.762.09q0降v-36.471.241585-36.291.190102-35.881.107176-

7、35.751.085765-39.491.353608-39.491.353608-38.771.189797-39.391.320609-39.391.320609-39.391.320609-38.471.142274-35.760.668617-34.800.595121-36.460.578614-37.980.554257-44.380.890953-49.701.418985-43.530.822052-42.790.626763-53.341.608605-54.051.736563-55.371.56116-51.101.121717-50.481.067682-53.101.

8、123098-55.231.132162-57.681.347014-59.391.516976-53.420.985977-25.360.88147 各镇墩转弯处夹角计算编号桩号高程 与水平线夹角两轴线上游1下游2水平夹角00+0001284.3654.86104.86111.2310+72.4841278.22.64.8617.46126.95710+148.6231268.2283.9537.46111.4144.69820+227.0821252.3870.98111.41412.39555.78830+313.8381233.32-8.02712.3954.36843.73440+3

9、84.1031227.95204.3684.368050+460.4431222.127.3924.36811.76060+547.0341204.093-5.82211.765.938070+656.4881192.70705.9385.938080+765.9531182.3205.9385.938090+852.5581172.3117.8095.93813.7470100+956.5571146.86619.213.74732.94734.87111+033.5351096.9752.30232.94735.2492.246121+110.8091042.3621.6935.24936

10、.9390131+163.991002.373-1.6836.93935.2590141+235.37951.907-7.75335.25927.5060151+370.184912.95-14.87227.50612.6340161+403.046892.13416.67712.63429.3110171+487.287844.8365.87829.31135.1890181+593.986769.597-25.72635.1899.4630191+692.107753.241-3.999.4635.4730201+791.637743.7057.8495.47313.3220211+902

11、.934717.57611.18813.32224.510221+962.576689.9481.29724.5125.8070232+030.337657.181025.80725.8070242+128.885609.5261.03725.80726.8440252+214.830566.029-5.68626.84421.158262+302.684532.027-1.96421.15819.1940272+403.856496.80810.74919.19429.94326.732282+466.760460.573-29.94329.943058.31892282+466.76460

12、.573-29.94329.94329.943292+472.798460.573-29.94329.943055各镇墩转弯处水头编号管长（m）高程（m）设计情况水头（m）校核情况水头（m）00.001284.3656.635172.4841278.20016.4601148.6231268.22830.2772227.0821252.38750.0803313.8381233.32073.5274384.1031227.95282.4435460.4431222.12092.1306547.0341204.093114.5307656.4881192.707131.4438765.95311

13、82.320147.3579852.5581172.311161.73910956.5571146.866192.436111033.5351096.975246.214121110.8091042.362304.729131163.9901002.373347.403141235.370951.907401.473151370.184912.950447.238161403.046892.134469.713171487.287844.836521.265181593.986769.597601.892191692.107753.241623.203201791.637743.705637.

14、764211902.934717.576669.513221962.576689.948700.153232030.337657.181736.342242128.885609.526788.973252214.830566.029836.810262302.684532.027875.248272403.856496.808915.576282466.760460.573954.987292472.798460.573955.292钢管每米自重计算(不考虑加劲环)镇墩编号桩号(mm)d(m)qs030+00090+360.7970.010.600.893100+360.7970+954.51

15、60.010.601.1910120+954.5161+157.9030.010.611.4912131+157.9031+258.8670.010.611.7913151+258.8671+438.2930.010.612.0915171+438.2931+587.2090.020.612.4017201+587.2091+916.9140.020.612.7020231+916.914.2+238.8190.020.613.0123242+238.8192+350.6190.020.613.3124262+350.6192+461.1010.020.613.6226272+455.3592

16、+465.3690.020.311.8528292+460.592+472.7980.020.311.53管内流速:v=q/f=0.886/(3.14/4*0.62)=3.13m/s (26号之前管内流速)v=q/f=0.443/(3.14/4*0.32)=6.27m/sqw2.772.772.772.772.772.772.772.772.772.770.69钢管每米自重计算(不考虑加劲环)管内流速:v=q/f=0.886/(3.14/4*0.62)=3.13m/s (26号之前管内流速)v=q/f=0.443/(3.14/4*0.32)=6.27m/s各镇墩内钢管上.下游转弯处及伸缩节处水

17、头计算编号l1l2a1a2两轴线hh上h下00.0036.2404.861水平夹角6.636.636.65136.2438.124.8617.46111.2316.4616.4516.49138.122.007.46111.41426.95730.2830.2430.36237.232.0011.41412.3954.69850.0850.0050.17341.3835.1312.3954.36855.78873.5373.4373.54435.1338.174.3684.36843.73482.4482.4382.46538.172.004.36811.76092.1392.1292.226

18、84.5954.7311.765.9380114.53114.44114.55754.7354.735.9385.9380131.44131.42131.46854.7343.305.9385.9380147.36147.34147.38943.302.005.93813.7470161.74161.72161.8610102.002.0013.74732.9470192.44192.32193.141174.992.0032.94735.24934.87246.21245.51247.031275.272.0035.24936.9392.246304.73303.91305.631351.1

19、82.0036.93935.2590347.40346.50348.221469.382.0035.25927.5060401.47400.66401.9515132.812.0027.50612.6340447.24446.76447.341630.862.0012.63429.3110469.71469.62470.261782.242.0029.31135.1890521.27520.72522.0818104.702.0035.1899.4630601.89601.08601.951996.122.009.4635.4730623.20623.15623.222097.532.005.

20、47313.3220637.76637.75637.8721109.302.0013.32224.510669.51669.40669.892257.642.0024.5125.8070700.15699.78700.572365.762.0025.80725.8070736.34735.92736.762496.552.0025.80726.8440788.97788.55789.432583.952.0026.84421.1580836.81836.35837.092685.852.0021.15819.1940875.25874.97875.482751.632.0019.19429.9

21、4326.732915.58915.35916.152860.902.0029.943026.732954.99954.41954.99296.002.0029.943055 955.29954.72955.29h伸9.7021.4130.6750.5176.2085.3592.54120.19137.10151.83162.21193.52247.37305.93348.56402.40447.68470.69522.42602.22623.39638.23670.34701.02737.21789.88837.53875.91916.57954.99955.29各镇墩内钢管上.下游转弯处及

22、伸缩节处水头计算各镇墩轴向力a1计算编号l1l2a1a2qs1qs2a1a100.0036.240.004.860.890.890.002.73136.2438.124.867.460.890.892.734.40138.122.007.4611.410.890.894.400.35237.232.0011.4112.400.891.196.550.51341.3835.1312.404.371.191.1910.563.18435.1338.174.374.371.191.193.183.46538.172.004.3711.761.191.193.460.48684.5954.7311.7

23、65.941.191.1920.516.73754.7354.735.945.941.191.196.736.73854.7343.305.945.941.191.196.735.33943.302.005.9413.751.191.495.330.7110102.002.0013.7532.951.491.4936.101.621174.992.0032.9535.251.491.7960.742.071275.272.0035.2536.941.792.0977.732.511351.182.0036.9435.262.092.0964.262.411469.382.0035.2627.5

24、12.402.4096.082.2215132.812.0027.5112.632.402.40147.141.051630.862.0012.6329.312.402.7016.192.641782.242.0029.3135.192.702.70108.653.1118104.702.0035.199.462.702.70162.830.891996.122.009.465.472.703.0142.650.572097.532.005.4713.323.013.0127.991.3921109.302.0013.3224.513.013.0175.772.502257.642.0024.

25、5125.813.013.3171.942.882365.762.0025.8125.813.313.6294.723.152496.552.0025.8126.843.623.62152.083.272583.952.0026.8421.163.623.62137.162.612685.852.0021.1619.193.623.62112.122.382751.632.0019.1929.943.623.6261.423.612860.902.0029.940.001.851.8556.210.00296.002.0029.940.001.531.534.580.00末端镇墩a2计算编号d

26、ha2290.3954.99661.881300.3954.99661.881各镇墩轴向力a3计算编号dh上h下a3a300.606.636.6518.38-18.4210.6016.4516.4945.55-45.6810.6030.2430.3683.76-84.0720.6050.0050.17138.47-138.9630.6073.4373.54203.37-203.6640.6082.4382.46228.29-228.3650.6092.1292.22255.12-255.3960.60114.44114.55316.95-317.2570.60131.42131.46363.9

27、7-364.0980.60147.34147.38408.04-408.1690.60161.72161.86447.87-448.26100.60192.32193.14532.63-534.90110.60245.51247.03679.93-684.14120.60303.91305.63841.68-846.44130.60346.50348.22959.63-964.38140.60400.66401.951109.61-1113.20150.60446.76447.341237.29-1238.89160.60469.62470.261300.59-1302.38170.60520

28、.72522.081442.11-1445.88180.60601.08601.951664.68-1667.08190.60623.15623.221725.80-1726.00200.60637.75637.871766.23-1766.58210.60669.40669.891853.90-1855.25220.60699.78700.571938.01-1940.22230.60735.92736.762038.12-2040.45240.60788.55789.432183.88-2186.31250.60836.35837.092316.26-2318.30260.60874.97

29、875.482423.21-2424.61270.60915.35916.152535.04-2537.26280.30954.41954.99660.81-661.20290.30954.72955.29661.02-661.42各镇墩轴向力a4计算编号d01d02ha4a406.6350116.460110130.276780250.079590373.527370482.443430592.1302506114.529707131.442608147.357109161.7392010192.4357011246.2137012304.7287013347.4031014401.4735

30、015447.238016469.7134017521.2651018601.8919019623.2026020637.7644021669.5134022700.153023736.3417024788.972902500836.809702600875.247902700915.57560280.60.3954.987 1985.637290.30.3955.29190各镇墩轴向力a6计算编号d1b1f1h伸a6a600.600.800.209.700.00-28.7010.600.800.2021.4128.70-63.3010.600.800.2030.6763.30-90.7020

31、.600.800.2050.5190.70-149.3630.600.800.2076.20149.36-225.3440.600.800.2085.35225.34-252.3950.600.800.2092.54252.39-273.6560.600.800.20120.19273.65-355.4170.600.800.20137.10355.41-405.4380.600.800.20151.83405.43-448.9990.600.800.20162.21448.99-479.69100.600.800.20193.52479.69-572.27110.600.800.20247.

32、37572.27-731.50120.600.800.20305.93731.50-904.67130.600.800.20348.56904.67-1030.73140.600.800.20402.401030.73-1189.94150.600.800.20447.681189.94-1323.83160.600.800.20470.691323.83-1391.90170.600.800.20522.421391.90-1544.85180.600.800.20602.221544.85-1780.84190.600.800.20623.391780.84-1843.45200.600.

33、800.20638.231843.45-1887.31210.600.800.20670.341887.31-1982.29220.600.800.20701.021982.29-2073.01230.600.800.20737.212073.01-2180.03240.600.800.20789.882180.03-2335.76250.600.800.20837.532335.76-2476.69260.600.800.20875.912476.69-2590.16270.600.800.20916.572590.16-2710.42280.300.800.20954.991355.21-

34、1412.01290.30.800.20955.291412.01-1412.46各镇墩轴向力a7计算编号qs1qs2qwl1l2f2a1a200.890.892.770.0036.240.300.004.8610.890.892.7736.2438.120.304.867.4610.890.892.7738.122.000.307.4611.4120.891.192.7737.232.000.3011.4112.4031.191.192.7741.3835.130.3012.404.3741.191.192.7735.1338.170.304.374.3751.191.192.7738.17

35、2.000.304.3711.7661.191.192.7784.5954.730.3011.765.9471.191.192.7754.7354.730.305.945.9481.191.192.7754.7343.300.305.945.9491.191.492.7743.302.000.305.9413.75101.491.492.77102.002.000.3013.7532.95111.491.792.7774.992.000.3032.9535.25121.792.092.7775.272.000.3035.2536.94132.092.092.7751.182.000.3036.

36、9435.26142.402.402.7769.382.000.3035.2627.51152.402.402.77132.812.000.3027.5112.63162.402.702.7730.862.000.3012.6329.31172.702.702.7782.242.000.3029.3135.19182.702.702.77104.702.000.3035.199.46192.703.012.7796.122.000.309.465.47203.013.012.7797.532.000.305.4713.32213.013.012.77109.302.000.3013.3224.

37、51223.013.312.7757.642.000.3024.5125.81233.313.622.7765.762.000.3025.8125.81243.623.622.7796.552.000.3025.8126.84253.623.622.7783.952.000.3026.8421.16263.623.622.7785.852.000.3021.1619.19273.623.622.7751.632.000.3019.1929.94281.851.850.6960.902.000.3029.940.00291.531.530.696.002.000.3029.940.00a7a70

38、.00-39.6539.65-41.5041.50-2.1540.07-2.3248.01-41.6241.62-45.2145.21-2.3398.39-64.6764.67-64.6764.67-51.1751.17-2.48126.62-2.1580.44-2.2384.11-2.3359.66-2.3887.89-2.75182.73-3.0346.71-2.86117.70-2.68140.44-3.24155.59-3.45168.35-3.37184.43-3.1690.95-3.28108.00-3.45166.64-3.42143.60-3.58153.50-3.6293.4

39、9-3.3240.22-1.523.46-1.33各镇墩轴向力a7计算各镇墩轴向力a8计算编号d0v0a8a800.603.132.77-2.7710.603.132.77-2.7710.603.132.77-2.7720.603.132.77-2.7730.603.132.77-2.7740.603.132.77-2.7750.603.132.77-2.7760.603.132.77-2.7770.603.132.77-2.7780.603.132.77-2.7790.603.132.77-2.77100.603.132.77-2.77110.603.132.77-2.77120.603.1

40、32.77-2.77130.603.132.77-2.77140.603.132.77-2.77150.603.132.77-2.77160.603.132.77-2.77170.603.132.77-2.77180.603.132.77-2.77190.603.132.77-2.77200.603.132.77-2.77210.603.132.77-2.77220.603.132.77-2.77230.603.132.77-2.77240.603.132.77-2.77250.603.132.77-2.77260.603.132.77-2.77270.603.132.77-2.77280.3

41、06.272.78-2.78290.36.272.78-2.78钢管上管段自重分力钢管下管段自重分力编号qs1l1a1qs编号qs2l200.890.000.000.0000.8910.0010.8910.004.864.4310.8910.0010.8910.007.464.4110.8910.0020.8910.0011.414.3621.1910.0031.1910.0012.405.8131.1910.0041.1910.004.375.9341.1910.0051.1910.004.375.9351.1910.0061.1910.0011.765.8361.1910.0071.191

42、0.005.945.9271.1910.0081.1910.005.945.9281.1910.0091.1910.005.945.9291.4910.00101.4910.0013.757.24101.4910.00111.4910.0032.956.25111.7910.00121.7910.0035.257.31122.0910.00132.0910.0036.948.35132.0910.00142.4010.0035.269.80142.4010.00152.4010.0027.5110.64152.4010.00162.4010.0012.6311.71162.7010.00172

43、.7010.0029.3111.77172.7010.00182.7010.0035.1911.04182.7010.00192.7010.009.4613.32193.0110.00203.0110.005.4714.98203.0110.00213.0110.0013.3214.65213.0110.00223.0110.0024.5113.70223.3110.00233.3110.0025.8114.90233.6210.00243.6210.0025.8116.30243.6210.00253.6210.0026.8416.15253.6210.00263.6210.0021.161

44、6.88263.6210.00273.6210.0019.1917.09273.6210.00281.8510.0029.948.02281.852.00291.534.0029.942.65291.532.00a2qs4.864.437.464.4111.414.3612.405.814.375.934.375.9311.765.835.945.925.945.925.945.9213.757.2432.956.2535.257.3136.948.3535.268.5327.5110.6412.6311.7129.3111.7735.1911.049.4613.325.4714.9813.3

45、214.6524.5113.7025.8114.9025.8116.3026.8416.1521.1616.8819.1917.0929.9415.690.001.850.001.53钢管下管段自重分力钢管上管段水重分力钢管下管段水重分力编号qw1l1a1qw编号qw2l202.770.000.000.0002.7710.0012.7710.004.8613.8012.7710.0012.7710.007.4613.7312.7710.0022.7710.0011.4113.5822.7710.0032.7710.0012.4013.5332.7710.0042.7710.004.3713.8

46、142.7710.0052.7710.004.3713.8152.7710.0062.7710.0011.7613.5662.7710.0072.7710.005.9413.7872.7710.0082.7710.005.9413.7882.7710.0092.7710.005.9413.7892.7710.00102.7710.0013.7513.45102.7710.00112.7710.0032.9511.62112.7710.00122.7710.0035.2511.31122.7710.00132.7710.0036.9411.07132.7710.00142.7710.0035.2

47、611.31142.7710.00152.7710.0027.5112.29152.7710.00162.7710.0012.6313.51162.7710.00172.7710.0029.3112.08172.7710.00182.7710.0035.1911.32182.7710.00192.7710.009.4613.66192.7710.00202.7710.005.4713.79202.7710.00212.7710.0013.3213.48212.7710.00222.7710.0024.5112.60222.7710.00232.7710.0025.8112.47232.7710

48、.00242.7710.0025.8112.47242.7710.00252.7710.0026.8412.36252.7710.00262.7710.0021.1612.92262.7710.00272.7710.0019.1913.08271.3810.00280.6910.0029.942.99281.382.00290.694.0029.941.20291.382.00a2qw4.8613.807.4613.7311.4113.5812.4013.534.3713.814.3713.8111.7613.565.9413.785.9413.785.9413.7813.7513.4532.

49、9511.6235.2511.3136.9411.0735.2611.3127.5112.2912.6313.5129.3112.0835.1911.329.4613.665.4713.7913.3213.4824.5112.6025.8112.4725.8112.4726.8412.3621.1612.9219.1913.0829.945.980.001.380.001.38钢管下管段水重分力上游管段轴向力合力计算编号a1a2a3a4a5a6a7a800.0018.380.000.000.002.7712.7345.550.0028.7039.652.7714.4083.760.0063.3

50、041.502.7726.55138.470.0090.7040.072.77310.56203.370.00149.3648.012.7743.18228.290.00225.3441.622.7753.46255.120.00252.3945.212.77620.51316.950.00273.6598.392.7776.73363.970.00355.4164.672.7786.73408.040.00405.4364.672.7795.33447.870.00448.9951.172.771036.10532.630.00479.69126.622.771160.74679.930.0

51、0572.2780.442.771277.73841.680.00731.5084.112.771364.26959.630.00904.6759.662.771496.081109.610.001030.7387.892.7715147.141237.290.001189.94182.732.771616.191300.590.001323.8346.712.7717108.651442.110.001391.90117.702.7718162.831664.680.001544.85140.442.771942.651725.800.001780.84155.592.772027.9917

52、66.230.001843.45168.352.772175.771853.900.001887.31184.432.772271.941938.010.001982.2990.952.772394.722038.120.002073.01108.002.7724152.082183.880.002180.03166.642.7725137.162316.260.002335.76143.602.7726112.122423.210.002476.69153.502.772761.422535.040.002590.1693.492.772856.21661.81660.811985.6413

53、55.2140.222.78294.58661.81661.020.001412.013.462.78a21.15119.40195.74278.57414.08501.20558.95712.26793.55887.65956.141177.811396.151737.791990.992327.082759.872690.103063.133515.583707.653808.784004.184085.974316.624685.404935.555168.295282.884762.682742.88上游管段轴向力合力计算下游管段轴向力合力计算编号a1a2a3a4a5a6a7a802.

54、73-18.420.00-28.70-39.65-2.7714.40-45.680.00-63.30-41.50-2.7710.35-84.070.00-90.70-2.15-2.7720.51-138.960.00-149.36-2.32-2.7733.18-203.660.00-225.34-41.62-2.7743.46-228.360.00-252.39-45.21-2.7750.48-255.390.00-273.65-2.33-2.7766.73-317.250.00-355.41-64.67-2.7776.73-364.090.00-405.43-64.67-2.7785.33-

55、408.160.00-448.99-51.17-2.7790.71-448.260.00-479.69-2.48-2.77101.62-534.900.00-572.27-2.15-2.77112.07-684.140.00-731.50-2.23-2.77122.51-846.440.00-904.67-2.33-2.77132.41-964.380.00-1030.73-2.38-2.77142.22-1113.200.00-1189.94-2.75-2.77151.05-1238.890.00-1323.83-3.03-2.77162.64-1302.380.00-1391.90-2.8

56、6-2.77173.11-1445.880.00-1544.85-2.68-2.77180.89-1667.080.00-1780.84-3.24-2.77190.57-1726.000.00-1843.45-3.45-2.77201.39-1766.580.00-1887.31-3.37-2.77212.50-1855.250.00-1982.29-3.16-2.77222.88-1940.220.00-2073.01-3.28-2.77233.15-2040.450.00-2180.03-3.45-2.77243.27-2186.310.00-2335.76-3.42-2.77252.61

57、-2318.300.00-2476.69-3.58-2.77262.38-2424.610.00-2590.16-3.62-2.77273.61-2537.260.00-2710.42-3.32-2.77280.00-661.200.00-1412.01-1.52-2.78290.00-661.420.00-1412.46-1.33-2.78a-86.80-148.85-179.35-292.90-470.21-525.27-533.65-733.36-830.23-905.77-932.49-1110.47-1418.58-1753.71-1997.85-2306.45-2567.47-26

58、97.27-2993.08-3453.04-3575.10-3658.65-3840.97-4016.41-4223.55-4525.00-4798.72-5018.79-5250.16-2077.52-2077.99下游管段轴向力合力计算上管段法向合力下管段法向合力编号qsqwq编号qsqwq00.000.000.0004.4313.8018.2314.4313.8018.2314.4113.7318.1514.4113.7318.1514.3613.5817.9424.3613.5817.9425.8113.5319.3435.8113.5319.3435.9313.8119.7445.9

59、313.8119.7445.9313.8119.7455.9313.8119.7455.8313.5619.3865.8313.5619.3865.9213.7819.6975.9213.7819.6975.9213.7819.6985.9213.7819.6985.9213.7819.6995.9213.7819.6997.2413.4520.69107.2413.4520.69106.2511.6217.88116.2511.6217.88117.3111.3118.62127.3111.3118.62128.3511.0719.43138.3511.0719.43138.5311.311

60、9.85149.8011.3121.111410.6412.2922.931510.6412.2922.931511.7113.5125.221611.7113.5125.221611.7712.0823.851711.7712.0823.851711.0411.3222.361811.0411.3222.361813.3213.6626.981913.3213.6626.981914.9813.7928.772014.9813.7928.772014.6513.4828.122114.6513.4828.122113.7012.6026.302213.7012.6026.302214.901