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1、年份洪峰1961 64.03213 特大值重现期1962 173.6222 850.18812201963 226.8083 566.7921801964 191.18881965 405.91171966 117.20061967 244.43461968 456.11541969 275.54021970 228.00081971 64.814771972 410.43771973 256.02581974 47.329781975 75.504431976 497.40091977 180.08761978 194.16951979 393.21291980199.1441981 269
2、.26591982 458.95241983 384.33451984422.0491985467.6841986 362.24961987333.1141988 258.58811989 404.70061990 441.04391991 428.06561992 242.4273199376.95051994 121.92781995 482.44811996 495.30421997 123.98261998 127.89481999 299.53742000 425.45512001 345.75082002 326.75462003140.0032004 149.07192005 4
3、53.97042006 130.80752007 300.07952008429.615P-III型水文频率曲线适线程序选择数据输出成果0.01100000.0510000.20.52001 2502051010520 30 40 50260 705809010 209598501009999.910001000099.990 20 40 60 80 100 120 140 160 180 200 频率(%)洪峰流量(m3/s)均值=Cv=Cs/Cv=图图名名纵纵坐坐标标名名称称纵纵标标最最小小值值纵纵标标最最大大值值200200选选择择系系列列频频率率设设计计值值重重现现期期0.010.01
4、10000100000.020.02500050000.10.1100010000.20.25005000.50.52002001 11001002 250505 520201010101025254.04.050502.02.075751.31.390901.11.195951.11.190901.11.195951.11.197971.01.099991.01.0统统计计参参数数均均值值CvCvCs/CvCs/Cv关于P-III型水文频率曲线适线程序输出成果0.01100000.0510000.20.52001 2502051010520 30 40 50260 705809010 209598501009999.910001000099.990 20 40 60 80 100 120 140 160 180 200 频率(%)洪峰流量(m3/s)均值=Cv=Cs/Cv=