簡化推理公式

1、簡化推理公式,公式,Qp=A(SpF)B(mJ(1/3)C/LC-DF,Sp=H24p/24（1n2),=X(Sp/hRn2)Y,HR=24H24p,=（124）H24p/24,=0.278L/mJ1/3Q1/4,設計頻率,洪水歷時系數(shù),匯流面積,自出口斷面沿主河道至分水嶺的最長距離,河道平均坡降,年最大24小時降雨量變差系數(shù),模比系數(shù),年最大24小時降雨量多年均值,暴雨遞減指數(shù),暴雨遞減指數(shù),匯流參數(shù)（表二）,歷時24h的降雨徑流系數(shù)（表三）,計算系數(shù)（表一）,河道流域情況系數(shù),平均暴雨遞減指數(shù),頻率為P的24h降雨量,洪峰流量計算系數(shù)(n1),洪峰流量計算系數(shù)(n2),洪峰流量計算系數(shù)(n

2、),頻率為P的暴雨雨力,24h降雨徑流深,初設入滲率,復核入滲率,主雨峰產(chǎn)流歷時,最終入滲率,初設洪峰流量,流域匯流歷時,復算洪峰流量,校核流域匯流歷時,洪峰流量,洪水總量,洪水總歷時尾礦庫名稱,壩頂高程,等別,（%）,F,L（km）,J（1）,1.11Cv,Kp,H24（mm）,n1,n2,m,24,X,Y,n,H24p（mm）,A1,B1,C1,D1,A2,B2,C2,D2,A,B,C,D,Sp（mm/h）,HR24（mm）,c（mm/h）,f（mm/h）,tc（h）,（mm/h）,Qpc（m3/s）,（h）,Qpf（m3/s）,f（h）,Qp（m3/s）,W24P(萬m3),Tm（h）張

3、長春尾礦庫,304m,三等,0.2,5.2,0.069,0.157,0.441,0.51,3.54,122,0.55,0.5,0.7,0.76,0.25,2,0.2 ,0.525,431.88,0.513 ,1.159 ,0.638 ,0.322 ,0.481 ,1.143 ,0.571 ,0.317 ,0.496 ,1.151 ,0.604 ,0.320 ,88.16 ,328.23 ,5.92 ,4.32 ,55.45 ,4.32 ,8.97 ,0.05 ,8.97 ,0.05 ,8.97 ,2.265 ,3.65 手冊例題,200m,三等,2,5.2,4.08,3.79,0.07,0.5

4、5,2.585,118,0.55,0.75,0.8,0.85,0.105 ,4.000 ,9.2 ,0.65,305.03,0.513 ,1.159 ,0.638 ,0.322 ,0.674 ,1.231 ,0.923 ,0.342 ,0.585 ,1.194 ,0.776 ,0.332 ,137.81 ,259.28 ,2.18 ,1.91 ,39.60 ,1.91 ,164.15 ,0.89 ,164.15 ,0.89 ,164.15 ,105.784 ,9.31 寬城通達,390m,五等,1,5.2,0.109,0.471,0.048,0.57,3.05,115,0.484,0.582,

5、0.8,0.75,0.197 ,2.392 ,1.3 ,0.533,350.75,0.471 ,1.138 ,0.551 ,0.316 ,0.534 ,1.170 ,0.681 ,0.325 ,0.501 ,1.154 ,0.615 ,0.320 ,92.91 ,263.06 ,4.29 ,3.65 ,44.03 ,3.65 ,4.91 ,0.30 ,4.91 ,0.30 ,4.91 ,2.867 ,8.44 寬城通達,395m,五等,1,5.2,0.106,0.238,0.157,0.57,3.05,115,0.484,0.582,0.8,0.75,0.197 ,2.392 ,0.4 ,0.

6、533,350.75,0.471 ,1.138 ,0.551 ,0.316 ,0.534 ,1.170 ,0.681 ,0.325 ,0.501 ,1.154 ,0.615 ,0.320 ,92.91 ,263.06 ,4.29 ,3.65 ,44.03 ,3.65 ,8.71 ,0.09 ,8.71 ,0.09 ,8.71 ,2.788 ,4.63 寬城通達,400m,五等,1,5.2,0.103,0.44,0.034,0.57,3.05,115,0.484,0.582,0.8,0.75,0.197 ,2.392 ,1.4 ,0.533,350.75,0.471 ,1.138 ,0.551

7、,0.316 ,0.534 ,1.170 ,0.681 ,0.325 ,0.501 ,1.154 ,0.615 ,0.320 ,92.91 ,263.06 ,4.29 ,3.65 ,44.03 ,3.65 ,4.48 ,0.32 ,4.48 ,0.32 ,4.48 ,2.710 ,8.73 寬城通達,405m,五等,1,5.2,0.1,0.238,0.157,0.57,3.05,115,0.484,0.582,0.8,0.75,0.197 ,2.392 ,0.4 ,0.533,350.75,0.471 ,1.138 ,0.551 ,0.316 ,0.534 ,1.170 ,0.681 ,0.3

8、25 ,0.501 ,1.154 ,0.615 ,0.320 ,92.91 ,263.06 ,4.29 ,3.65 ,44.03 ,3.65 ,8.15 ,0.09 ,8.15 ,0.09 ,8.15 ,2.631 ,4.66 寬城通達,410m,四等,1,5.2,0.096,0.411,0.024,0.57,3.05,115,0.484,0.582,0.8,0.75,0.197 ,2.392 ,1.4 ,0.533,350.75,0.471 ,1.138 ,0.551 ,0.316 ,0.534 ,1.170 ,0.681 ,0.325 ,0.501 ,1.154 ,0.615 ,0.320

9、 ,92.91 ,263.06 ,4.29 ,3.65 ,44.03 ,3.65 ,4.02 ,0.35 ,4.02 ,0.35 ,4.02 ,2.525 ,9.06 寬城通達,415m,四等,0.5,5.2,0.094,0.238,0.157,0.57,3.45,115,0.479,0.588,0.8,0.8,0.193 ,2.427 ,0.4 ,0.5335,396.75,0.469 ,1.136 ,0.544 ,0.316 ,0.539 ,1.172 ,0.689 ,0.326 ,0.502 ,1.154 ,0.616 ,0.321 ,107.12 ,317.40 ,4.39 ,3.31

10、 ,50.67 ,3.31 ,8.83 ,0.09 ,8.83 ,0.09 ,8.83 ,2.984 ,4.88 寬城通達,420m,四等,0.5,5.2,0.091,0.379,0.017,0.57,3.45,115,0.479,0.588,0.8,0.8,0.193 ,2.427 ,1.5 ,0.5335,396.75,0.469 ,1.136 ,0.544 ,0.316 ,0.539 ,1.172 ,0.689 ,0.326 ,0.502 ,1.154 ,0.616 ,0.321 ,107.12 ,317.40 ,4.39 ,3.31 ,50.67 ,3.31 ,4.37 ,0.35 ,

11、4.37 ,0.35 ,4.37 ,2.888 ,9.55 寬城通達,425m,四等,0.5,5.2,0.088,0.238,0.157,0.57,3.45,115,0.479,0.588,0.8,0.8,0.193 ,2.427 ,0.4 ,0.5335,396.75,0.469 ,1.136 ,0.544 ,0.316 ,0.539 ,1.172 ,0.689 ,0.326 ,0.502 ,1.154 ,0.616 ,0.321 ,107.12 ,317.40 ,4.39 ,3.31 ,50.67 ,3.31 ,8.19 ,0.09 ,8.19 ,0.09 ,8.19 ,2.793 ,4.

12、92 寬城通達,430m,四等,0.5,5.2,0.079,0.354,0.011,0.57,3.45,115,0.479,0.588,0.8,0.8,0.193 ,2.427 ,1.6 ,0.5335,396.75,0.469 ,1.136 ,0.544 ,0.316 ,0.539 ,1.172 ,0.689 ,0.326 ,0.502 ,1.154 ,0.616 ,0.321 ,107.12 ,317.40 ,4.39 ,3.31 ,50.67 ,3.31 ,3.56 ,0.40 ,3.56 ,0.40 ,3.56 ,2.507 ,10.16 寬城通達,435m,四等,0.5,5.2,0.

13、073,0.335,0.009,0.57,3.45,115,0.479,0.588,0.8,0.8,0.193 ,2.427 ,1.6 ,0.5335,396.75,0.469 ,1.136 ,0.544 ,0.316 ,0.539 ,1.172 ,0.689 ,0.326 ,0.502 ,1.154 ,0.616 ,0.321 ,107.12 ,317.40 ,4.39 ,3.31 ,50.67 ,3.31 ,3.24 ,0.42 ,3.24 ,0.42 ,3.24 ,2.317 ,10.34 寬城通達,438m,三等,0.2,5.2,0.07,0.238,0.157,0.57,3.97,1

14、15,0.475,0.594,0.8,0.82,0.189 ,2.463 ,0.4 ,0.5345,456.55,0.466 ,1.135 ,0.539 ,0.315 ,0.543 ,1.174 ,0.698 ,0.326 ,0.502 ,1.154 ,0.617 ,0.321 ,125.64 ,374.37 ,4.82 ,3.42 ,53.10 ,3.42 ,7.50 ,0.09 ,7.50 ,0.09 ,7.50 ,2.621 ,5.05 王連中2014,280m,五等,1,5.2,0.41,0.756,0.226,0.51,2.78,110,0.525,0.742,0.7,0.75,0.

15、109 ,3.876 ,1.2 ,0.6335,305.8,0.496 ,1.151 ,0.604 ,0.320 ,0.666 ,1.228 ,0.911 ,0.341 ,0.572 ,1.188 ,0.753 ,0.330 ,134.69 ,229.35 ,3.19 ,3.19 ,25.02 ,3.19 ,35.13 ,0.20 ,35.13 ,0.20 ,35.13 ,9.403 ,3.87 王連中2014一區(qū),280m,五等,1,5.2,0.11,0.726,0.206,0.51,2.78,110,0.525,0.742,0.7,0.75,0.109 ,3.876 ,1.2 ,0.633

16、5,305.8,0.496 ,1.151 ,0.604 ,0.320 ,0.666 ,1.228 ,0.911 ,0.341 ,0.572 ,1.188 ,0.753 ,0.330 ,134.69 ,229.35 ,3.19 ,3.19 ,25.02 ,3.19 ,7.75 ,0.29 ,7.75 ,0.29 ,7.75 ,2.523 ,4.70 王連中2014二區(qū),280m,五等,1,5.2,0.1,0.756,0.226,0.51,2.78,110,0.525,0.742,0.7,0.75,0.109 ,3.876 ,1.2 ,0.6335,305.8,0.496 ,1.151 ,0.604 ,0.320 ,0.666 ,1.228 ,0.911 ,0.341 ,0.572 ,1.188 ,0.753 ,0.330 ,134.69 ,229.35 ,3.19 ,3.19 ,25.02 ,3.19 ,6.90 ,0.30 ,6.90 ,0.30 ,6.90 ,2.294 ,4.80 王連中2014三區(qū),280m,五