Annual flood data of a river covering a long period yielded for the annual flood discharges a mean of 29,600 m/s and a standard deviation of 14,860 m/s. For a proposed bridge on this river near this site it is decided to have an acceptable risk of 12% in its expected life of 60 years, (a) Estimate the flood discharge by Gumbel's method for use in the design of this structure (b) If the actual flood value adopted in the design is 110,000 m/s what are the safety factor and safety margin relating to maximum flood discharge?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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hydrology engineering

Annual flood data of a river covering a long period yielded for the annual flood discharges a mean of
29,600 m/s and a standard deviation of 14,860 m/s. For a proposed bridge on this river near this site it
is decided to have an acceptable risk of 12% in its expected life of 60 years,
(a) Estimate the flood discharge by Gumbel's method for use in the design of this structure
(b) If the actual flood value adopted in the design is 110,000 m/s what are the safety factor and safety
margin relating to maximum flood discharge?
Transcribed Image Text:Annual flood data of a river covering a long period yielded for the annual flood discharges a mean of 29,600 m/s and a standard deviation of 14,860 m/s. For a proposed bridge on this river near this site it is decided to have an acceptable risk of 12% in its expected life of 60 years, (a) Estimate the flood discharge by Gumbel's method for use in the design of this structure (b) If the actual flood value adopted in the design is 110,000 m/s what are the safety factor and safety margin relating to maximum flood discharge?
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