暴雨产流计算(推理公式湖南省)

推理公式法求暴雨径流洪峰流量（湖南省水文手册）（图解法求汇流时间τ）,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

流域面积F,河道长度L,河道比降J,暴雨频率P,汇流参数,,,,,考虑雨程分配一查图法成果,,,∑Qi,,,,,,,,,,,,,,,,,

km2,km,,%,θ,m值,m计算式选择,分区选择,ψ值取值,汇流时间,τ(h),3.24,m3/s,,,,,,,,,,,,,,,,,

16.5,5.99,0.0471,1,8.23,0.406,一般情况,4,0.7,洪峰流量,Qmax(m3/s),151.6,765,,,,,,,,,,,,,,,,,

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时段,点雨量均值,变差系数,偏差系数,模比系数,点面系数,面雨量设计值,暴雨强度衰减指数,,湖南省R上/R总比例系数ψ值选用表,,,,,,,,,,,,,,,,,,,,

,Ht(mm),Cv,Cs/Cv,KP,αt,PtP(mm),β1-6,0.49,降雨频率,植被情况,,,,,,,,,,,,,,,,,,,

1h,40,0.42,3.5,2.39,0.994,95.12,n1-6,0.606,%,不好,一般,好,,,,,,,,,,,,,,,,,

3h,,,,,,146.68,β6-24,0.73,5～1,≤0.8,≤0.75,≤0.7,,,,,,,,,,,,,,,,,

6h,77,0.45,3.5,2.52,0.994,192.81,n6-24,0.775,1～0.1,0.8～0.85,0.75～0.8,0.7～0.75,,,,,,,,,,,,,,,,,

12h,,,,,,225.34,,,0.1～0.01,0.85～0.9,0.8～0.85,0.75～0.8,,,,,,,,,,,,,,,,,

24h,100,0.48,3.5,2.65,0.994,263.31,,,,,,,,,,,,,,,,,,,,,,,

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H1,H3-H1,H6-H3,H12-H6,H24-H12,初损I0(mm),,T(m),Qm地下(m3/s),,,,,,,,,,,,,,,,,,,,,

95.12,51.57,46.13,32.52,37.97,25,,27,16.4,,,,,,,,,,,,,,,,,,,,,

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计算24小时设计雨量的时程分配,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

时程(h),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,,,,,

降雨过程(mm),0.42,1.71,1.71,2.54,3.00,3.00,3.00,3.42,3.29,4.36,11.16,14.76,25.68,95.12,25.89,20.20,8.36,7.09,5.07,4.36,6.42,5.54,3.80,3.42,,,,,

,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,1.44,11.16,14.76,25.68,95.12,25.89,20.20,8.36,7.09,5.07,4.36,6.42,5.54,3.80,3.42,,,,,

ht排序(mm),95.12,25.89,25.68,20.20,14.76,11.16,8.36,7.09,6.42,5.54,5.07,4.36,3.80,3.42,1.44,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,,,,,

∑ht(mm),95.12,121.01,146.69,166.89,181.65,192.81,201.17,208.26,214.68,220.22,225.29,229.65,233.45,236.87,238.31,238.31,238.31,238.31,238.31,238.31,238.31,238.31,238.31,238.31,,,,,

∑ψht(mm),66.58,84.71,102.68,116.82,127.16,134.97,140.82,145.78,150.28,154.15,157.70,160.76,163.42,165.81,166.82,166.82,166.82,166.82,166.82,166.82,166.82,166.82,166.82,166.82,,,,,

Q试算(m3/s),305,194,157,134,117,103,92,84,77,71,66,61,58,54,51,48,45,43,40,38,36,35,33,32,,,,,

t反算(h),2.71,3.04,3.21,3.33,3.45,3.56,3.66,3.75,3.83,3.91,3.98,4.05,4.12,4.18,4.25,4.31,4.38,4.44,4.50,4.56,4.62,4.67,4.72,4.77,,,,,

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湖南省汇流参数m与流域特征系数θ关系见下表,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

范围,计算结果,汇流参数式,,,,,,,,,,,,,,,,,,,,,,,,,,,

外包线,0.513,100≥θ＞22,m=0.0284θ1.093,,θ≤22,m=0.183θ0.489,,,,,,,,,,,,,,,,,,,,,,,

一般情况,0.406,100≥θ＞25,m=0.0228θ1.067,,θ≤25,m=0.145θ0.489,,,,,,,,,,,,,,,,,,,,,,,

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暴雨历时,F（km2）,,,,,,,,,,,,,,,,,,,,,,,,,,,,

t,0,20,40,60,80,100,120,140,160,180,200,220,240,300,400,500,700,,,,,,,,,,,,

1h,1,0.945,0.911,0.884,0.864,0.847,0.834,0.823,0.815,0.807,0.8,0.795,0.79,0.776,0.757,0.741,,,,,,,,,,,,,

6h,1,0.977,0.957,0.942,0.928,0.917,0.907,0.899,0.892,0.886,0.881,0.875,0.871,0.858,0.839,0.823,,,,,,,,,,,,,

24h,1,0.991,0.983,0.975,0.969,0.964,0.959,0.953,0.949,0.944,0.94,0.936,0.933,0.923,0.909,0.895,,,,,,,,,,,,,

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湖南省最大24小时降雨概化过程线（计算取值）,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

时段时程(h),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,,,,,

占H1%,,,,,,,,,,,,,,100,,,,,,,,,,,,,,,

占(H3-H1)%,,,,,,,,,,,,,50,,50,,,,,,,,,,,,,,

占(H6-H3)%,,,,,,,,,,,24,32,,,,44,,,,,,,,,,,,,

占(H12-H6)%,,,,,,,,,10,13,,,,,,,26,22,16,13,,,,,,,,,

占(H24-H12)%,1,5,5,7,8,8,8,9,,,,,,,,,,,,,17,15,10,9,,,,,

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湖南省最大24小时降雨概化过程线（一区）,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

时段时程(h),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,,,,,

占H1%,,,,,,,,,,,,,,,,,100,,,,,,,,,,,,

占(H3-H1)%,,,,,,,,,,,,,,,,50.0,,50.0,,,,,,,,,,,

占(H6-H3)%,,,,,,,,,,,,,,23.7,39.3,,,,37.0,,,,,,,,,,

占(H12-H6)%,,,,,,,,,,,13.2,15.1,22.8,,,,,,,17.4,16.9,14.6,,,,,,,

占(H24-H12)%,,,2.6,3.5,4.4,7.9,9.6,13.2,17.6,18.4,,,,,,,,,,,,,14.9,7.9,,,,,

湖南省最大24小时降雨概化过程线（二区）,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

时段时程(h),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,,,,,

占H1%,,,,,,,,,,,,,,,,,100,,,,,,,,,,,,

占(H3-H1)%,,,,,,,,,,,,,,,,51.3,,48.7,,,,,,,,,,,

占(H6-H3)%,,,,,,,,,,,,,,21.6,37.6,,,,40.8,,,,,,,,,,

占(H12-H6)%,,,,,,,,,11.6,12.8,14.0,19.5,21.4,,,,,,,20.7,,,,,,,,,

占(H24-H12)%,1.0,3.0,3.0,4.0,5.1,11.1,12.2,13.1,,,,,,,,,,,,,17.2,11.1,11.1,8.1,,,,,

湖南省最大24小时降雨概化过程线（三区）,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

时段时程(h),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,,,,,

占H1%,,,,,,,,,,,,,,,,100,,,,,,,,,,,,,

占(H3-H1)%,,,,,,,,,,,,,,,54.9,,45.1,,,,,,,,,,,,

占(H6-H3)%,,,,,,,,,,,,,27.6,45.6,,,,26.8,,,,,,,,,,,

占(H12-H6)%,,,,,,,,,14.7,17.5,18.1,18.6,,,,,,,16.4,14.7,,,,,,,,,

占(H24-H12)%,3.4,3.6,4.2,5.6,6.2,6.9,9.7,13.3,,,,,,,,,,,,,15.9,13.9,9.0,8.3,,,,,

湖南省最大24小时降雨概化过程线（四区）,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

时段时程(h),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,,,,,

占H1%,,,,,,,,,,,,,,100,,,,,,,,,,,,,,,

占(H3-H1)%,,,,,,,,,,,,,59.8,,40.2,,,,,,,,,,,,,,

占(H6-H3)%,,,,,,,,,,,,28.0,,,,42.2,29.8,,,,,,,,,,,,

占(H12-H6)%,,,,,,,,,,4.6,20.3,,,,,,,30.6,18.5,17.6,8.4,,,,,,,,

占(H24-H12)%,,4.5,4.5,4.6,4.6,4.6,4.6,13.6,22.7,,,,,,,,,,,,,13.6,13.6,9.1,,,,,

湖南省最大24小时降雨概化过程线（五区）,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

时段时程(h),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,,,,,

占H1%,,,,,,,,,,,,,,,,,100,,,,,,,,,,,,

占(H3-H1)%,,,,,,,,,,,,,,,,49.2,,50.8,,,,,,,,,,,

占(H6-H3)%,,,,,,,,,,,,,23.3,33.3,43.4,,,,,,,,,,,,,,

占(H12-H6)%,,,,,,,,,,,,,,,,,,,31.4,28.4,17.2,8.8,7.4,6.8,,,,,

占(H24-H12)%,,,,1.4,1.4,2.8,2.8,4.2,8.5,16.9,26.7,35.3,,,,,,,,,,,,,,,,,

湖南省最大24小时降雨概化过程线（六区）,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

时段时程(h),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,,,,,

占H1%,,,,,,,,,,,,,,100,,,,,,,,,,,,,,,

占(H3-H1)%,,,,,,,,,,,,,49.2,,50.8,,,,,,,,,,,,,,

占(H6-H3)%,,,,,,,,,,,,,,,,39.8,31.1,29.1,,,,,,,,,,,

占(H12-H6)%,,,,,,,,,,11.3,19.1,19.1,,,,,,,29.6,13.9,7.0,,,,,,,,

占(H24-H12)%,,,,,6.5,6.5,12.9,12.9,16.1,,,,,,,,,,,,,19.4,16.1,9.6,,,,,

湖南省最大24小时降雨概化过程线（七区）,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

时段时程(h),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,,,,,

占H1%,,,,,,,,,,,,,,100,,,,,,,,,,,,,,,

占(H3-H1)%,,,,,,,,,,,,,52.1,,47.9,,,,,,,,,,,,,,

占(H6-H3)%,,,,,,,,,,,,30.7,,,,44.8,24.5,,,,,,,,,,,,

占(H12-H6)%,,,,,,,,,10.1,19.5,21.2,,,,,,,19.5,16.1,13.6,,,,,,,,,

占(H24-H12)%,3.2,4.8,6.4,6.4,9.5,11.1,11.1,11.1,,,,,,,,,,,,,15.8,12.7,7.9,,,,,,

湖南省最大24小时降雨概化过程线（八区）,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

时段时程(h),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,,,,,

占H1%,,,,,,,,,,,,,,100.0,,,,,,,,,,,,,,,

占(H3-H1)%,,,,,,,,,,,,,49.8,,50.2,,,,,,,,,,,,,,

占(H6-H3)%,,,,,,,,,,,24.2,32.0,,,,43.8,,,,,,,,,,,,,

占(H12-H6)%,,,,,,,,,10.1,13.4,,,,,,,25.7,21.8,15.6,13.4,,,,,,,,,

占(H24-H12)%,1.1,4.5,4.5,6.7,7.9,7.9,7.9,9.0,,,,,,,,,,,,,16.9,14.6,10.0,9.0,,,,,

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湖南省暴雨点面关系表：设计暴雨的点面关系系数αt～流域面积F（km2）～降雨时间t关系,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

F（km2）,计算区αt～F～t关系,,,一区,,,二区,,,三区,,,四区,,,五区,,,六区,,,七区,,,八区,,,,

,24h,6h,1h,24h,6h,1h,24h,6h,1h,24h,6h,1h,24h,6h,1h,24h,6h,1h,24h,6h,1h,24h,6h,1h,24h,6h,1h,,

0,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,,

50,0.983,0.983,0.983,0.98,0.973,0.971,0.97,0.953,0.947,0.965,0.935,0.905,0.983,0.983,0.983,0.984,0.976,0.971,0.963,0.957,0.946,0.978,0.97,0.967,0.965,0.95,0.94,,

100,0.967,0.967,0.967,0.961,0.948,0.944,0.944,0.918,0.907,0.935,0.9,0.85,0.967,0.967,0.967,0.97,0.955,0.946,0.936,0.924,0.906,0.958,0.948,0.943,0.94,0.915,0.9,,

150,0.953,0.953,0.953,0.945,0.925,0.921,0.921,0.89,0.875,0.915,0.88,0.81,0.953,0.953,0.953,0.958,0.936,0.923,0.914,0.896,0.875,0.942,0.928,0.924,0.915,0.89,0.865,,

200,0.94,0.94,0.94,0.93,0.907,0.902,0.903,0.869,0.851,0.9,0.85,0.78,0.94,0.94,0.94,0.948,0.92,0.902,0.896,0.874,0.85,0.928,0.914,0.908,0.895,0.865,0.84,,

250,0.928,0.928,0.928,0.917,0.891,0.887,0.887,0.851,0.831,0.885,0.83,0.75,0.928,0.928,0.928,0.938,0.907,0.884,0.882,0.855,0.826,0.916,0.9,0.894,0.88,0.845,0.82,,

300,0.918,0.918,0.918,0.906,0.879,0.875,0.875,0.835,0.813,0.875,0.81,0.725,0.918,0.918,0.918,0.93,0.895,0.87,0.869,0.84,0.808,0.906,0.889,0.883,0.865,0.83,0.8,,

400,0.903,0.9,0.898,0.888,0.859,0.855,0.855,0.81,0.782,0.855,0.785,0.685,0.903,0.9,0.898,0.916,0.865,0.83,0.845,0.813,0.777,0.89,0.868,0.863,0.845,0.805,0.77,,

500,0.884,0.883,0.882,0.873,0.844,0.839,0.84,0.79,0.758,0.84,0.77,0.655,0.884,0.883,0.882,0.903,0.854,0.82,0.828,0.792,0.752,0.876,0.852,0.846,0.825,0.78,0.745,,

600,0.87,0.868,0.864,0.86,0.831,0.826,0.828,0.775,0.739,0.83,0.755,0.63,0.87,0.868,0.864,0.894,0.843,0.8,0.815,0.775,0.732,0.863,0.838,0.832,0.815,0.77,0.73,,

700,0.854,0.852,0.848,0.85,0.82,0.816,0.82,0.763,0.724,0.825,0.75,0.61,0.854,0.852,0.848,0.883,0.828,0.78,0.803,0.762,0.716,0.851,0.825,0.812,0.805,0.755,0.715,,

800,0.84,0.838,0.834,0.839,0.81,0.806,0.813,0.753,0.711,0.82,0.74,0.59,0.84,0.838,0.834,0.873,0.814,0.761,0.794,0.751,0.703,0.84,0.812,0.804,0.8,0.748,0.705,,

900,0.826,0.823,0.818,0.828,0.8,0.796,0.807,0.746,0.7,0.815,0.735,0.575,0.826,0.823,0.818,0.864,0.802,0.742,0.784,0.74,0.69,0.83,0.8,0.792,0.79,0.735,0.698,,

1000,0.812,0.808,0.804,0.818,0.791,0.788,0.801,0.737,0.688,0.81,0.73,0.56,0.812,0.808,0.804,0.854,0.79,0.724,0.775,0.728,0.678,0.818,0.788,0.78,0.78,0.725,0.68,,

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径流分配系数表,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

△t,Qm/∑Qi,0.1981,地面洪水过程,地下洪水过程,总洪水过程线,Qm/∑Qi,,,,,,,,,,,,,,,,,,,,,,,

h,0.20,3.00,m3/s,m3/s,m3/s,0.07,0.08,0.09,0.1,0.11,0.12,0.13,0.14,0.15,0.16,0.17,0.18,0.19,0.2,0.21,0.22,0.23,0.24,0.25,0.26,0.27,0.28,0.29,0.3

0,0,0,0,0.61,0.6,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0

1,0.0210,0.0210,16.1,1.21,17.3,0.0080,0.0080,0.0130,0.0130,0.0150,0.0110,0.0110,0.0110,0.0110,0.0210,0.0210,0.0210,0.0210,0.0210,0.0210,0.0210,0.0200,0.0270,0.0310,0.1880,0.1900,0.1920,0.1940,0.1960

2,0.0950,0.0950,72.7,1.82,74.5,0.0180,0.0180,0.0290,0.0280,0.0290,0.0210,0.0230,0.0230,0.0230,0.0920,0.0930,0.0940,0.0950,0.0950,0.0960,0.1050,0.1320,0.1400,0.1860,0.2600,0.2700,0.2800,0.2900,0.3000

3,0.2000,0.1981,151.6,2.43,154.0,0.0300,0.0320,0.0490,0.0460,0.0590,0.0530,0.0750,0.0830,0.0900,0.1600,0.1700,0.1800,0.1900,0.2000,0.2100,0.2200,0.2300,0.2400,0.2500,0.1540,0.1520,0.1500,0.1480,0.1460

4,0.1290,0.1309,100.2,3.04,103.2,0.0430,0.0480,0.0700,0.0680,0.0840,0.0860,0.1300,0.1400,0.1500,0.1200,0.1210,0.1300,0.1250,0.1290,0.1300,0.1300,0.1240,0.1400,0.1470,0.1000,0.0980,0.0960,0.0940,0.0920

5,0.0960,0.0960,73.5,3.64,77.1,0.0550,0.0650,0.0840,0.0880,0.1100,0.1200,0.1100,0.1130,0.1180,0.0920,0.0940,0.0980,0.0940,0.0960,0.0960,0.0950,0.0900,0.0900,0.0960,0.0780,0.0770,0.0750,0.0730,0.0710

6,0.0750,0.0750,57.4,4.25,61.6,0.0620,0.0760,0.0900,0.1000,0.0950,0.1010,0.0930,0.0910,0.0950,0.0750,0.0750,0.0780,0.0730,0.0750,0.0760,0.0730,0.0690,0.069,0.0730,0.0600,0.0600,0.0590,0.0580,0.0560

7,0.0610,0.0610,46.7,4.86,51.5,0.0670,0.0800,0.0870,0.0960,0.0810,0.0850,0.0780,0.0750,0.0770,0.0610,0.0620,0.0610,0.0600,0.0610,0.0610,0.0590,0.0570,0.0570,0.0570,0.0490,0.0490,0.0480,0.0470,0.0460

8,0.0500,0.0500,38.3,5.46,43.7,0.0700,0.0780,0.0800,0.0850,0.0690,0.0710,0.0650,0.0630,0.0630,0.0510,0.0510,0.0510,0.0510,0.0500,0.0500,0.0490,0.0480,0.0480,0.0450,0.0380,0.0380,0.0370,0.0360,0.0350

9,0.0420,0.0420,32.1,6.07,38.2,0.0680,0.0730,0.0710,0.0740,0.0590,0.0590,0.0540,0.0530,0.0520,0.0440,0.0430,0.0420,0.0430,0.0420,0.0420,0.0410,0.0410,0.0410,0.0360,0.0280,0.0280,0.0270,0.0260,0.0250

10,0.0360,0.0360,27.5,6.68,34.2,0.0630,0.0640,0.0610,0.0610,0.0500,0.0490,0.0460,0.0450,0.0440,0.0380,0.0370,0.0360,0.0370,0.0360,0.0360,0.0350,0.0350,0.0350,0.028,0.0200,0.0200,0.0190,0.0190,0.0180

11,0.0310,0.0310,23.7,7.29,31.0,0.0560,0.0580,0.0530,0.0520,0.0420,0.0410,0.0400,0.0390,0.0380,0.0330,0.0320,0.0310,0.0320,0.0310,0.0310,0.0300,0.0310,0.0300,0.0200,0.0140,0.0140,0.0130,0.0120,0.0120

12,0.0270,0.0270,20.7,7.89,28.6,0.0500,0.0510,0.0450,0.0440,0.0350,0.0350,0.0350,0.0340,0.0330,0.0290,0.0280,0.0270,0.0280,0.0270,0.0270,0.0260,0.0270,0.0250,0.0150,0.0080,0.0040,0.0040,0.0030,0.0030

13,0.0230,0.0230,17.6,8.50,26.1,0.0440,0.0450,0.0390,0.0370,0.0300,0.0300,0.0310,0.0300,0.0290,0.0260,0.0250,0.0240,0.0240,0.0230,0.0230,0.0230,0.0230,0.0200,0.0090,0.0030,0,0,0,0

14,0.0200,0.0200,15.3,9.11,24.4,0.0390,0.0400,0.0330,0.0310,0.0260,0.0270,0.0270,0.0260,0.0250,0.0230,0.0220,0.0210,0.0210,0.0200,0.0200,0.0200,0.0200,0.0150,0.0050,0,,,,

15,0.0180,0.0180,13.8,9.71,23.5,0.0350,0.0350,0.0280,0.0260,0.0230,0.0250,0.0230,0.0230,0.0220,0.0200,0.0200,0.0180,0.0190,0.0180,0.0170,0.0170,0.0150,0.0110,0.0020,,,,,

16,0.0160,0.0160,12.2,10.32,22.6,0.0320,0.0310,0.0240,0.0220,0.0210,0.0230,0.0200,0.0210,0.0190,0.0180,0.0180,0.0160,0.0170,0.0160,0.0150,0.0140,0.0130,0.0070,0,,,,,

17,0.0140,0.0140,10.7,10.93,21.6,0.0290,0.0260,0.0200,0.0190,0.0190,0.0210,0.0180,0.0190,0.0170,0.0160,0.0160,0.0140,0.0150,0.0140,0.0130,0.0120,0.0090,0.0040,,,,,,

18,0.0120,0.0120,9.2,11.54,20.7,0.0260,0.0230,0.0170,0.0160,0.0170,0.0190,0.0160,0.0170,0.0150,0.0140,0.0140,0.0120,0.0130,0.0120,0.0110,0.0100,0.0070,0.0010,,,,,,

19,0.0100,0.0100,7.7,12.14,19.8,0.0240,0.0200,0.0150,0.0140,0.0160,0.0170,0.0140,0.0150,0.0130,0.0120,0.0120,0.0100,0.0110,0.0100,0.0090,0.0080,0.0050,0,,,,,,

20,0.0080,0.0080,6.1,12.75,18.9,0.0220,0.0180,0.0130,0.0120,0.0150,0.0150,0.0130,0.0130,0.0110,0.0100,0.0100,0.0080,0.0090,0.0080,0.0070,0.0060,0.0030,,,,,,,

21,0.0060,0.0060,4.6,13.36,17.9,0.0200,0.0160,0.0110,0.0100,0.0140,0.0130,0.0120,0.0110,0.0100,0.0090,0.0080,0.0070,0.0070,0.0060,0.0050,0.0040,0.0010,,,,,,,

22,0.0040,0.0040,3.1,13.96,17.0,0.0180,0.0140,0.0100,0.0090,0.0130,0.0120,0.0110,0.0100,0.0090,0.0080,0.0070,0.0060,0.0050,0.0040,0.0030,0.0020,0,,,,,,,

23,0.0030,0.0030,2.3,14.57,16.9,0.0160,0.0120,0.0090,0.0080,0.0120,0.0110,0.0100,0.0090,0.0080,0.0070,0.0060,0.0050,0.0040,0.0030,0.0010,0,,,,,,,,

24,0.0020,0.0020,1.5,15.18,16.7,0.0140,0.0110,0.0080,0.0070,0.0110,0.0100,0.0090,0.0080,0.0070,0.0060,0.0050,0.0040,0.0030,0.0020,0,,,,,,,,,

25,0.0010,0.0010,0.8,15.79,16.6,0.0130,0.0100,0.0070,0.0060,0.0100,0.0090,0.0080,0.0070,0.0060,0.0050,0.0040,0.0030,0.0020,0.0010,,,,,,,,,,

26,0.0000,0.0000,0.0,16.39,16.4,0.0120,0.0090,0.0060,0.0050,0.0090,0.0080,0.0070,0.0060,0.0050,0.0040,0.0030,0.0020,0.0010,0,,,,,,,,,,

27,0.0000,0.0000,0.0,15.79,15.8,0.0110,0.0080,0.0050,0.0050,0.0080,0.0070,0.0060,0.0050,0.0040,0.0030,0.0020,0.0010,0,,,,,,,,,,,

28,0.0000,0.0000,0.0,15.18,15.2,0.0100,0.0070,0.0050,0.0040,0.0070,0.0060,0.0050,0.0040,0.0030,0.0020,0.0010,0,,,,,,,,,,,,

29,0.0000,0.0000,0.0,14.57,14.6,0.0090,0.0060,0.0040,0.0035,0.0060,0.0050,0.0040,0.0030,0.0020,0.0010,0,,,,,,,,,,,,,

30,0.0000,0.0000,0.0,13.96,14.0,0.0080,0.0050,0.0035,0.0030,0.0050,0.0040,0.0030,0.0020,0.0010,0,,,,,,,,,,,,,,

31,0.0000,0.0000,0.0,13.36,13.4,0.0070,0.0040,0.0030,0.0025,0.0040,0.0030,0.0020,0.0010,0,,,,,,,,,,,,,,,

32,0.0000,0.0000,0.0,12.75,12.8,0.0060,0.0030,0.0025,0.0020,0.0030,0.0020,0.0010,0,,,,,,,,,,,,,,,,

33,0.0000,0.0000,0.0,12.14,12.1,0.0050,0.0025,0.0020,0.0015,0.0020,0.0010,0,,,,,,,,,,,,,,,,,

34,0.0000,0.0000,0.0,11.54,11.5,0.0040,0.0020,0.0015,0.0010,0.0010,0,,,,,,,,,,,,,,,,,,

35,0.0000,0.0000,0.0,10.93,10.9,0.0030,0.0015,0.0010,0.0005,0,,,,,,,,,,,,,,,,,,,

36,0.0000,0.0000,0.0,10.32,10.3,0.0020,0.0010,0.0005,0,,,,,,,,,,,,,,,,,,,,

37,0.0000,0.0000,0.0,9.71,9.7,0.0010,0,0,,,,,,,,,,,,,,,,,,,,,

38,0.0000,0.0000,0.0,9.11,9.1,0,,,,,,,,,,,,,,,,,,,,,,,

39,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

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计算参数,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

1,0.7,,,,,,,,,,,,,,,,,,,,,,,,,,,,

2,0.75,,,,,,,,,,,,,,,,,,,,,,,,,,,,

3,0.8,,,,,,,,,,,,,,,,,,,,,,,,,,,,

4,0.85,,,,,,,,,,,,,,,,,,,,,,,,,,,,

5,0.9,,,,,,,,,,,,,,,,,,,,,,,,,,,,

6,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

7,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

8,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

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