水文水利计算课程设计报告--红枫水库设计洪水过程线推求

45Р1951Р1Р72.88%Р16Р1985Р1.729Р23.74%Р46Р1986Р1Р74.58%Р17Р1950Р1.728Р25.43%Р47Р1974Р0.983Р76.27%Р18Р1996Р1.725Р27.13%Р48Р1947Р0.965Р77.97%Р19Р1969Р1.693Р28.82%Р49Р1982Р0.944Р79.66%Р20Р1990Р1.546Р30.52%Р50Р1984Р0.888Р81.36%Р21Р1949Р1.54Р32.21%Р51Р1980Р0.882Р83.05%Р22Р1997Р1.534Р33.90%Р52Р1975Р0.861Р84.75%Р23Р1972Р1.525Р35.60%Р53Р1987Р0.853Р86.44%Р24Р1965Р1.501Р37.29%Р54Р1962Р0.782Р88.14%Р25Р1955Р1.462Р38.99%Р55Р1966Р0.729Р89.83%Р26Р1971Р1.442Р40.68%Р56Р1956Р0.722Р91.53%Р27Р2004Р1.442Р42.38%Р57Р2003Р0.692Р93.22%Р28Р1988Р1.412Р44.07%Р58Р1983Р0.658Р94.92%Р29Р1998Р1.341Р45.77%Р59Р1989Р0.62Р96.61%Р30Р1978Р1.325Р47.46%Р60Р1981Р0.271Р98.31%Р均值Р1.43 Р变差系数CvР0.49 Р频率配线结果Р项目РQРW3РW7Р均值Р626.27Р0.93Р1.4РCvР0.55Р0.56Р0.52РCsР2.89Р3.24Р2.16Р设计洪峰/洪量Р2703.83Р3.99Р4.92Р校核洪峰/洪量Р5039.4Р7.51Р8.28Р典型洪水最大洪峰、洪量结果