1: A hydraulic structure on a stream has been designed for return periods of 50 and 100 years. Maximum recorded floods in the stream are given below. Estimate the peak floods for the two return periods above, by using Gumble method. Year 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 Max. 115 128 142 99 79 71 85 102 145 flood, 153 78 50 m³/sec

Structural Analysis
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Chapter2: Loads On Structures
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Q1: A hydraulic structure on a stream has been designed for return periods of 50 and
ST
100 years. Maximum recorded floods in the stream are given below. Estimate the peak
floods for the two return periods above, by using Gumble method.
Year 1990 1991 1992
1993 1994 1995 1996 1997 1998
1999
2000 2001
Max.
115 128 142 99
79
71
85
102 145
flood, 153 78 50
m³/sec
Transcribed Image Text:Q1: A hydraulic structure on a stream has been designed for return periods of 50 and ST 100 years. Maximum recorded floods in the stream are given below. Estimate the peak floods for the two return periods above, by using Gumble method. Year 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 Max. 115 128 142 99 79 71 85 102 145 flood, 153 78 50 m³/sec
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