浙江省瞬時單位線

1、表2-1河道平均坡降計算表水文計算公式：推理公式法求設計洪水的參數(shù)求解一、至壩址斷面處1、流域面積F(平方公里)7.8882、河道主流長度L(m)4905.63、河道平均坡度量算表編號高程(Hi+1+Hi) 各河段長Li累積河長Li(Hi+Hi+1)Limmmmm.km31901900.000.000.004200390281.70281.70109863.355230430769.221050.93330766.416260490613.551664.47300638.677290550510.552175.02280800.528320610353.472528.49215617.1993

2、50670199.812728.30133870.4210380730196.992925.29143804.0111410790109.043034.3386139.311244085087.033121.3573971.9313470910132.163253.51120265.2414500970105.353358.86102192.6015530103089.443448.3192123.5116560109095.093543.40103652.575901150102.09117401.206201210123.76149748.03650127089.68113889.5468

3、01330153.56204240.657101390247.49344012.497401450104.13150995.037701510120.72182290.98800157074.16116436.22830163086.15140421.08860169064.95109763.98890175080.49140865.90920181060.97110354.43945186554.00100707.951718合計合計4905.564074833.19平均坡度J()91.8662H0/L= 0.077北溪堤防：一、河道特征1、河道縱比降J=（h1-h0)/LJ=（h0+h1)

4、L1+(h1+h2)L2+(hn-1+hn)Ln-2h0L/L22、河道平均坡度91.87序號hiLi備注河段比降11600.000.0146294252161.75110.4135524.43162.81110.0035701.64163.18113.0036836.9516475.0024538.567891011121314151617181920合計408.41132601.42h0L130691.23、河道長度河道主流L=4.91Km4、集雨面積7.89km2二、水文計算1、流域點雨量均值、Cv,查算表 點 號 歷時 10min60min6hr24hr3d1均值17.941.5701

5、18166Cv0.3350.4250.450.450.4352均值17.841.269119162Cv0.340.4270.450.450.4363均值17.8041.0068.00119.00160.00Cv0.3450.430.450.4490.4374均值17.9040.8067.00118.00153.00Cv0.350.430.4480.4480.44平均均值17.8541.1368.50118.50160.25Cv0.3430.4280.4500.4490.4372、設計流域面雨量計算 歷時10min60min6hr24hr3d平均點雨量均值17.8541.1368.50118.5

6、0160.25Cv0.3430.4280.4500.4490.44面雨量a0.750.7660.9280.9770.994均值13.3931.5063.57115.75159.21Cv0.3430.4280.4500.4490.437設計面雨量20%16.7340.7983.08151.29207.2910%19.5549.43101.65184.85252.355%22.1657.81119.57217.50295.812%25.4568.48142.71259.51351.851%27.8778.12160.19291.23394.84注:Hp=KpH均或Hp=(1+pCv)*H均3、不同

7、頻率分段計算暴雨衰減指數(shù)n值當ti=16hr， n1，6=1+1.285lg(H1/H6)當ti=624hr，n6，24=1+1.661lg(H6/H24)當ti=13d，n24，3=1+2.096lg(H24/H3)分級n值計算20取 年一遇即p= %頻率%10min60min6hr24hr72hr225.4568.48142.71259.51351.85n10600.4476n160.5903n6240.5686n24720.7804分級n值計算4、按日程雨型及分配計算各天P=2 %設計面雨量第一天（H3d-H24）*0.6055.4第二天H24=259.5第三天(H3d-H24)*0.4

8、036.95、計算各天各歷時設計面雨量當ti=16hr， Hi=H6(ti/6)(1-n1.6)當ti=624hr， Hi=H24(ti/24)(1-n6.24)當t=13d,Hi=H24ti(1-n24,3)或者Hi=H3（ti/3)1-n24,3ni=0.4097i=16ni=0.4314i=6246、P= %歷時面雨量及時段雨量推算表H=1hr序號第一天序號第二天tiHiHniti1114.614.60.59032512219.44.82623322.93.52734425.82.92845528.32.52956630.52.23067732.62.10.5686317平均8834.5

9、1.93289936.31.8339101038.01.73410111139.61.63511121241.11.53612131342.51.43713141443.91.43814151545.21.33915161646.51.34016171747.71.24117181848.91.24218191950.11.24319202051.21314141.04723242455.41.048247、設計P= %設計暴雨過程序號ht序號ht備注254.7378.4取第二天264.8389.8275.03911

10、.6285.14016.4295.24122.5305.44268.5315.64313.4325.84410.3336.0459.0346.2467.9356.8477.1367.5486.5序號ht序號ht備注14.7138.424小時暴雨量表24.8149.835.01511.645.11616.455.21722.565.41868.575.61913.485.82010.396.0219.0106.2227.9116.8237.1127.5246.5面積和定點數(shù)目表面積（Km）101019204950991001992005000.5686定點數(shù)目11223344557該 斷 面集

11、雨 面積318.82Km2 2，斷面以 上 主流長36.63km， 平 均比降20.15。西山坑0.091866482皮皮爾爾遜遜-型型曲曲線線模模比比系系數(shù)數(shù)KpKp值值表表 Cs=3.5CvCs=3.5CvP%Cv0.10%0.20%0.33%0.32.3802.2402.1400.312.4402.2952.1900.322.5002.3502.2400.332.5652.4102.2900.342.6302.4702.3400.352.6952.5252.3950.362.7602.5802.4500.372.8302.6402.5000.382.9002.7002.5500.392.

12、9702.7602.6050.43.0402.8202.6600.413.1102.8852.7150.423.1802.9502.7700.433.2553.0102.8300.443.3303.0702.8900.453.4003.1352.9450.463.4703.2003.0000.473.5503.2703.0600.483.6303.3403.1200.493.7103.4053.1800.53.7903.4703.2400.513.8653.5403.3000.523.9403.6103.3600.534.0253.6803.4250.544.1103.7503.4900.55

13、4.1953.8253.5500.564.2803.9003.6100.624.8004.3504.010序號第三天HiHtiHiHni68.568.54919.79.70.590391.022.550212.93.2107.416.451315.32.3120.913.452417.21.9132.411.653518.81.6142.710.354620.31.5152.59.855721.71.40.5686當t=13d,Hi=H24ti(1-n24,3)或者Hi=H3（ti/3)1-n24,3第二天161.69.056823.01.3170.08.457924.21.2177.97.9

14、581025.31.1185.47.5591126.41.1192.47.1601227.41.0199.26.8611328.41.0205.76.5621429.30.9211.96.2631530.20.9217.96.0641631.00.9223.65.8651731.80.8229.25.6661832.60.8234.65.4671933.40.8239.95.2682034.10.7245.05.1692134.90.7250.05.0702235.60.7254.84.8712336.30.7259.54.7722436.90.70.56860.50%1.00%2.00%3.

15、33%5.00%10.00%20.00%2.0601.9161.7691.6571.5661.4021.2262.1051.9541.8001.6821.5871.4161.2322.1501.9921.8301.7071.6071.4291.2382.1952.0311.8611.7331.6281.4431.2442.2402.0701.8921.7581.6491.4561.2502.2902.1101.9231.7841.6701.4691.2562.3402.1501.9541.8091.6911.4821.2612.3852.1901.9871.8351.7121.4961.267

16、2.4302.2302.0201.8601.7331.5091.272皮皮爾爾遜遜-型型曲曲線線模模比比系系數(shù)數(shù)KpKp值值表表 Cs=3.5CvCs=3.5Cv2.4802.2702.0501.8861.7541.5221.2772.5302.3102.0801.9121.7751.5351.2822.5802.3502.1151.9391.7961.5481.2872.6302.3902.1501.9651.8171.5601.2922.6802.4352.1801.9931.8391.5731.2972.7302.4802.2102.0201.8601.5861.3012.7852.52

17、02.2452.0451.8821.5991.3062.8402.5602.2802.0701.9031.6111.3102.8952.6052.3152.0951.9251.6241.3152.9502.6502.3502.1201.9461.6361.3193.0002.6952.3852.1501.9671.6491.3233.0502.7402.4202.1801.9881.6611.3263.1102.7852.4502.2052.0091.6731.3293.1702.8302.4802.2302.0301.6841.3323.2252.8752.5152.2602.0501.69

18、71.3363.2802.9202.5502.2902.0701.7091.3393.3352.9652.5852.3152.0951.7201.3423.3903.0102.6202.3402.1201.7311.3453.7503.2902.8402.5002.2401.7981.359浙江省瞬時單位線法適用條件：浙江省內非苕溪流域，集雨面積50200平方公里,最大24小時暴雨洪水過程時段1小時注意事項：僅在本程序交接欄內輸入數(shù)據(jù)基本數(shù)據(jù)（1）流域及產流特征編號名稱單位數(shù)值1集雨面積km27.892主流長km4.913主河流平均比降（m/m） 0.0146294流域初損值mm205流域后損

19、值mm/h16平均入滲率mm/h1.5基本數(shù)據(jù)（2）設計暴雨過程時刻ht時刻ht時刻ht14.796.01722.524.8106.21868.535.0116.81913.445.1127.52010.355.2138.4219.065.4149.8227.975.61511.6237.185.81616.4246.5洪水成果洪峰流量成果（m3/s）69.17488時段12345洪水過程0.239831 0.321909 0.403986 0.486064 0.568142洪水過程線洪水過程線成果48423630241812600 100 200 300 400 500 600 700 80

20、0 時段(h)洪峰流量(m3/s)1905.1195.10190.74.69195.39191.174.51195.68191.264.53195.79191.525196.52191.794.95196.74191.862.96194.82洪水過程線成果48423630241812600 100 200 300 400 500 600 700 800 時段(h)洪峰流量(m3/s)193.014.15197.1610%35.8 西坑沖溝流量5%43.31洪峰模數(shù)8.770008678910111213141.21368 1.841533 2.442462 3.043237 3.645245

21、4.249749 4.892769 5.605243 6.550885洪水過程線成果48423630241812600 100 200 300 400 500 600 700 800 時段(h)洪峰流量(m3/s)洪水過程線成果48423630241812600 100 200 300 400 500 600 700 800 時段(h)洪峰流量(m3/s)1516171819202122237.953508 10.06459 14.68212 23.63803 69.17488 61.63842 45.91638 34.11735 26.154924252627282930313220.933

22、51 17.52028 14.84274 12.76708 11.15947 9.890171 8.870215 8.039642 7.1930373334353637383940416.465194 5.83444 5.284215 4.761973 4.317435 3.922152 3.568739 3.250975 2.9635754243444546474849502.69967 2.454624 2.240386 2.055732 1.895041 1.754822 1.624175 1.500177 1.376365515253541.246802 1.115404 0.9802

23、59 0.85094J1/3F-1/400.0210.02350.0270.0315b0.230.250.30.350.4B00000.145939F(Km2)502007.887664N1.521.3596260.0370.0440.0530.0650.0820.0960.450.50.550.60.650.68000000 0.787013流域特征值J1/3 F-1/4=0.145939令L/J1/3 （J以千分率計）L/ J1/3=20.05762當90時， m=0.60.1Fa =2.191018當90時， m=0.1140.46單位線特征值M1（10） =5.622351a =34.

24、42949b =0.787013N =1.359626 =0.278 L/V ，式中 V=m*J1/3*Q1/40.278L/m*J1/3*Q1/4 匯流時間=2.39校核=2.38758Q=69.17488m= 0.809803洪峰模數(shù)8.770008h64.74140.0040.006522令L/J1/3 （J以千分率計）當90時， m=0.60.1當90時， m=0.1140.46n1.359626a34.42949b0.787013時刻時段毛雨 雨量累計 時段凈雨 M1（I）ki1mm單位線000.0009.7017.13531401 4.7209164.709.7017.135314

25、02 4.8391359.609.7017.13531403 4.96589814.509.7017.13531404 5.10226719.609.7017.13531405 5.24949424.94.8777119.7017.13531406 5.40907230.32.9090729.7017.13531407 5.58279235.93.0827929.7017.13531408 5.77283141.63.2728319.7017.13531409 5.98186147.63.4818619.7017.135314010 6.21320353.83.7132039.7017.135

26、314011 6.76075160.64.2607519.7017.135314012 7.46612468.14.9661249.7017.135314013 8.42084776.55.9208478.4936.246481014 9.81213786.37.3121377.1935.29051015 11.5715697.99.0715576.0704.464816016 16.44326114.313.943264.3283.183334017 22.49429136.819.994293.2592.397076018 68.48772205.365.987722.0981.54280

27、2019 13.43912218.710.939125.2393.853179020 10.27237229.07.772376.8565.042367021 9.043342238.06.5433427.8505.773866022 7.903939246.05.4039399.1266.712107023 7.089327253.04.5893279.7017.135314024 6.471045259.53.9710459.7017.13531401234567890.052723 0.072347 0.075871 0.074525 0.070948 0.066307 0.061217

28、0.05603 0.0509510.052723 0.072347 0.075871 0.074525 0.070948 0.066307 0.0612170.05603 0.0509510.052723 0.072347 0.075871 0.074525 0.070948 0.066307 0.0612170.05603 0.0509510.052723 0.072347 0.075871 0.074525 0.070948 0.066307 0.0612170.05603 0.0509510.052723 0.072347 0.075871 0.074525 0.070948 0.066

29、307 0.0612170.05603 0.0509510.052723 0.072347 0.075871 0.074525 0.070948 0.066307 0.0612170.05603 0.0509510.052723 0.072347 0.075871 0.074525 0.070948 0.066307 0.0612170.05603 0.0509510.052723 0.072347 0.075871 0.074525 0.070948 0.066307 0.0612170.05603 0.0509510.052723 0.072347 0.075871 0.074525 0.

30、070948 0.066307 0.0612170.05603 0.0509510.052723 0.072347 0.075871 0.074525 0.070948 0.066307 0.0612170.05603 0.0509510.052723 0.072347 0.075871 0.074525 0.070948 0.066307 0.0612170.05603 0.0509510.052723 0.072347 0.075871 0.074525 0.070948 0.066307 0.0612170.05603 0.0509510.052723 0.072347 0.075871

31、 0.074525 0.070948 0.066307 0.0612170.05603 0.0509510.062469 0.084124 0.086493 0.083288 0.0777270.07121 0.064447 0.057822 0.0515430.077031 0.100944 0.100852 0.0943550.08555 0.0761450.06695 0.058356 0.0505360.095135 0.120631 0.116414 0.1051860.0921 0.079162 0.067214 0.056575 0.0473110.143321 0.166939

32、 0.147325 0.121676 0.097371 0.076485 0.059346 0.045648 0.0348840.199175 0.210565 0.167776 0.125045 0.090287 0.0639850.04479 0.031081 0.0214270.320306 0.272573 0.172722 0.102262 0.058633 0.032991 0.0183340.0101 0.0055270.11395 0.139729 0.130174 0.113524 0.095936 0.079583 0.065213 0.052974 0.0427540.0

33、818010.10626 0.105189 0.097504 0.087588 0.077238 0.067283 0.058103 0.0498520.06901 0.091792 0.093158 0.088542 0.081557 0.073747 0.065875 0.058335 0.0513230.057008 0.077578 0.080646 0.078521 0.074096 0.068641 0.062815 0.056987 0.0513650.052723 0.072347 0.075871 0.074525 0.070948 0.066307 0.0612170.05

34、603 0.0509510.052723 0.072347 0.075871 0.074525 0.070948 0.066307 0.0612170.05603 0.0509511011121314151617180.046099 0.041541 0.037312 0.033421 0.029867 0.026638 0.023717 0.0210850.018720.046099 0.041541 0.037312 0.033421 0.029867 0.026638 0.023717 0.0210850.018720.046099 0.041541 0.037312 0.033421

35、0.029867 0.026638 0.023717 0.0210850.018720.046099 0.041541 0.037312 0.033421 0.029867 0.026638 0.023717 0.0210850.018720.046099 0.041541 0.037312 0.033421 0.029867 0.026638 0.023717 0.0210850.018720.046099 0.041541 0.037312 0.033421 0.029867 0.026638 0.023717 0.0210850.018720.046099 0.041541 0.0373

36、12 0.033421 0.029867 0.026638 0.023717 0.0210850.018720.046099 0.041541 0.037312 0.033421 0.029867 0.026638 0.023717 0.0210850.018720.046099 0.041541 0.037312 0.033421 0.029867 0.026638 0.023717 0.0210850.018720.046099 0.041541 0.037312 0.033421 0.029867 0.026638 0.023717 0.0210850.018720.046099 0.0

37、41541 0.037312 0.033421 0.029867 0.026638 0.023717 0.0210850.018720.046099 0.041541 0.037312 0.033421 0.029867 0.026638 0.023717 0.0210850.018720.046099 0.041541 0.037312 0.033421 0.029867 0.026638 0.023717 0.0210850.018720.045714 0.040382 0.035554 0.031218 0.027347 0.023909 0.020867 0.018185 0.0158

38、270.043544 0.037368 0.031963 0.027265 0.023203 0.0197080.01671 0.014147 0.0119610.039365 0.032622 0.026945 0.0221950.018240.01496 0.012249 0.010014 0.0081760.026524 0.0200860.01516 0.011411 0.008569 0.006423 0.0048050.00359 0.0026780.014697 0.010041 0.006837 0.004642 0.003145 0.002126 0.001435 0.000

39、967 0.0006510.00301 0.001632 0.000882 0.000475 0.000256 0.000137 7.35E-05 3.93E-05 0.0000210.034331 0.027457 0.021887 0.017399 0.013799 0.010923 0.0086310.00681 0.0053660.042556 0.036183 0.030663 0.025913 0.021849 0.018386 0.015445 0.012955 0.0108520.044926 0.039169 0.034038 0.029498 0.025504 0.0220

40、07 0.018957 0.016306 0.0140060.046065 0.041146 0.036631 0.032523 0.028809 0.025468 0.022476 0.019806 0.0174290.046099 0.041541 0.037312 0.033421 0.029867 0.026638 0.023717 0.0210850.018720.046099 0.041541 0.037312 0.033421 0.029867 0.026638 0.023717 0.0210850.018721920212223242526270.0166 0.014706 0

41、.013015 0.011508 0.010168 0.008978 0.007922 0.006986 0.0061570.0166 0.014706 0.013015 0.011508 0.010168 0.008978 0.007922 0.006986 0.0061570.0166 0.014706 0.013015 0.011508 0.010168 0.008978 0.007922 0.006986 0.0061570.0166 0.014706 0.013015 0.011508 0.010168 0.008978 0.007922 0.006986 0.0061570.016

42、6 0.014706 0.013015 0.011508 0.010168 0.008978 0.007922 0.006986 0.0061570.0166 0.014706 0.013015 0.011508 0.010168 0.008978 0.007922 0.006986 0.0061570.0166 0.014706 0.013015 0.011508 0.010168 0.008978 0.007922 0.006986 0.0061570.0166 0.014706 0.013015 0.011508 0.010168 0.008978 0.007922 0.006986 0

43、.0061570.0166 0.014706 0.013015 0.011508 0.010168 0.008978 0.007922 0.006986 0.0061570.0166 0.014706 0.013015 0.011508 0.010168 0.008978 0.007922 0.006986 0.0061570.0166 0.014706 0.013015 0.011508 0.010168 0.008978 0.007922 0.006986 0.0061570.0166 0.014706 0.013015 0.011508 0.010168 0.008978 0.00792

44、2 0.006986 0.0061570.0166 0.014706 0.013015 0.011508 0.010168 0.008978 0.007922 0.006986 0.0061570.013758 0.011947 0.010364 0.008984 0.007781 0.006735 0.005825 0.0050350.004350.010101 0.008521 0.007182 0.006048 0.005089 0.004279 0.003595 0.003019 0.0025340.006667 0.0054310.00442 0.003595 0.002921 0.

45、002371 0.0019240.00156 0.0012650.001996 0.001486 0.001105 0.0008210.00061 0.000452 0.000335 0.000248 0.0001840.000438 0.000294 0.000197 0.000132 8.85E-05 5.92E-05 3.96E-05 2.65E-05 1.77E-051.12E-05 5.98E-06 3.18E-06 1.69E-069E-07 4.78E-07 2.54E-07 1.35E-07 7.14E-080.0042230.00332 0.002607 0.002046 0

46、.001605 0.001257 0.000985 0.000771 0.0006030.00908 0.007589 0.006337 0.005287 0.004407 0.003671 0.003056 0.002543 0.0021140.012017 0.010299 0.008819 0.007544 0.006449 0.005509 0.004703 0.004013 0.0034220.01532 0.013452 0.011801 0.010343 0.009058 0.007928 0.0069340.00606 0.0052940.0166 0.014706 0.013

47、015 0.011508 0.010168 0.008978 0.007922 0.006986 0.0061570.0166 0.014706 0.013015 0.011508 0.010168 0.008978 0.007922 0.006986 0.0061572829300.005424 0.004775 0.0042030.005424 0.004775 0.0042030.005424 0.004775 0.0042030.005424 0.004775 0.0042030.005424 0.004775 0.0042030.005424 0.004775 0.0042030.0

48、05424 0.004775 0.0042030.005424 0.004775 0.0042030.005424 0.004775 0.0042030.005424 0.004775 0.0042030.005424 0.004775 0.0042030.005424 0.004775 0.0042030.005424 0.004775 0.0042030.003756 0.003242 0.0027970.002126 0.001782 0.0014940.001024 0.000829 0.0006710.000136 0.000101 7.45E-051.18E-05 7.89E-06

49、 5.26E-063.79E-08 2.01E-08 1.06E-080.000471 0.000368 0.0002880.0017570.00146 0.0012120.002916 0.002484 0.0021150.004623 0.004034 0.0035190.005424 0.004775 0.0042030.005424 0.004775 0.004203時段123456000000010000020000300040050.5634616789101112131415161718192021222324地表徑流合計00000 0.563461基流0.157753 0.15

50、7753 0.157753 0.157753 0.157753 0.157753地下徑流0.082078 0.164155 0.246233 0.328311 0.410388 0.492466T000000W下283955.9QM下2.544408洪峰流量合計0.239831 0.321909 0.403986 0.486064 0.5681421.213687891011121314150000000000000000000000000000000000000000000000.773188 0.810842 0.796462 0.758233 0.7086320.65424 0.5988

51、03 0.544517 0.4926660.3360480.46113 0.4835870.47501 0.452211 0.422629 0.390189 0.357126 0.3247510.356116 0.488667 0.512465 0.503376 0.479215 0.4478670.41349 0.3784530.378069 0.518791 0.544056 0.534407 0.508757 0.4754760.438980.402216 0.551926 0.578804 0.5685390.54125 0.5058440.42894 0.588597 0.61726

52、1 0.606314 0.5772120.492191 0.675391 0.708282 0.6957210.573674 0.787203 0.8255390.810386 1.0913131.2341111.109236 1.628088 2.146784 2.666715 3.189141 3.7500834.38048 5.2440456.564590.157753 0.157753 0.157753 0.157753 0.157753 0.157753 0.157753 0.157753 0.1577530.574544 0.656621 0.738699 0.820777 0.9

53、02854 0.9849321.06701 1.149087 1.2311650000000001.841533 2.442462 3.043237 3.645245 4.249749 4.892769 5.605243 6.550885 7.9535081617181920212223240000000000000000000000000000000000000000000000.44396 0.398757 0.357177 0.319192 0.284682 0.253467 0.225336 0.200061 0.1774120.293827 0.264778 0.237819 0.2

54、13021 0.190367 0.169785 0.1511680.13439 0.1193170.344144 0.3113730.28059 0.252021 0.225742 0.201735 0.179924 0.160195 0.1424160.401783 0.365359 0.330568 0.297887 0.267557 0.239658 0.214171 0.1910150.170070.467017 0.427444 0.388693 0.351681 0.316913 0.284645 0.254964 0.227849 0.2032150.539453 0.49804

55、6 0.455844 0.414519 0.375047 0.337969 0.303558 0.271904 0.2429880.662327 0.619001 0.571488 0.523063 0.475644 0.430351 0.3878060.34832 0.3119990.810898 0.771977 0.721477 0.666099 0.609656 0.554387 0.501596 0.452007 0.4059851.122048 1.080463 1.008332 0.923787 0.836054 0.750111 0.668648 0.593034 0.5238

56、581.617231 1.615756 1.511662 1.370596 1.219916 1.072606 0.934924 0.809636 0.6976131.890906 2.397647 2.313845 2.090668 1.830577 1.573425 1.3359441.12448 0.9403554.37845 5.0999644.50076 3.717202 2.974662 2.336606 1.813022 1.3945518.725418 9.224383 7.3498995.47796 3.955274 2.803046 1.96216846.30997 39.

57、40873 24.97221 14.78507 8.477211 4.7698852.731127 3.349002 3.1199892.72093 2.2993751.393025 1.809549 1.791298 1.6604320.98936 1.3159771.335570.67498 0.9185330.5301478.593595 13.12905 22.00288 67.45765 59.83911 44.03499 32.15388 24.10936 18.805890.157753 0.157753 0.157753 0.157753 0.157753 0.157753 0

58、.157753 0.157753 0.1577531.3132431.39532 1.477398 1.559476 1.641553 1.723631 1.805709 1.887786 1.96986400000000010.06459 14.68212 23.63803 69.17488 61.63842 45.91638 34.1173526.1549 20.933512526272829303132330000000000000000000000000000000000000000.1571610.13909 0.122991 0.1086710.09595 0.084663 0.0

59、746580.0658 0.0579620.105809 0.093731 0.082954 0.073352 0.064812 0.057225 0.050493 0.044526 0.0392430.126442 0.112127 0.099328 0.087907 0.077733 0.068682 0.060642 0.053508 0.0471850.151195 0.134236 0.119039 0.105452 0.093326 0.082524 0.0729160.06438 0.0568070.180933 0.1608510.14281 0.126642 0.112187

60、 0.099287 0.087795 0.077573 0.0684920.216717 0.192954 0.171539 0.152298 0.135056 0.119641 0.105884 0.093628 0.0827270.278819 0.248674 0.221407 0.196834 0.174756 0.154972 0.137283 0.121497 0.1074350.363651 0.324978 0.289842 0.2580610.22942 0.203687 0.1806280.16001 0.1416110.461232 0.404982 0.354769 0