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6. Show the 50-year, constant-intensity design storm for a watershed in Baltimore with a time of concentration of 30 minutes. Also show the 10-year, 15-min, constant-intensity design storm for a watershed in Baltimore. Baltimore, Maryland 1903-1951 200 15.0 Note Frequency analysis by method of [extreme value after gumbel 10.0 8.0 6.0 Return period (years) 4.0 10 2.0

6. Show the 50-year, constant-intensity design storm for a watershed in Baltimore with a time of concentration of 30 minutes. Also show the 10-year, 15-min, constant-intensity design storm for a watershed in Baltimore. Baltimore, Maryland 1903-1951 200 15.0 Note Frequency analysis by method of [extreme value after gumbel 10.0 8.0 6.0 Return period (years) 4.0 10 2.0

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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6. Show the 50-year, constant-intensity design storm for a watershed in Baltimore with a time of concentration of 30 minutes. Also show the 10-year, 15-min, constant-intensity design storm for a watershed in Baltimore. Baltimore, Maryland 1903-1951 20.0 15.0 Note Frequency analysis by method of extreme value after gumbel 10.0 80 6.0 Return period (years) 4.0 100 so 2.0 2 0.8 0.6 0.4 0.2 0.1 0.08 0.06 0.04 0.02 10 15 20 30 40 S060 3 456 8 1012 18 24 Minutes Hours Duration Rainfall intensity (in./hr)
Transcribed Image Text:6. Show the 50-year, constant-intensity design storm for a watershed in Baltimore with a time of concentration of 30 minutes. Also show the 10-year, 15-min, constant-intensity design storm for a watershed in Baltimore. Baltimore, Maryland 1903-1951 20.0 15.0 Note Frequency analysis by method of extreme value after gumbel 10.0 80 6.0 Return period (years) 4.0 100 so 2.0 2 0.8 0.6 0.4 0.2 0.1 0.08 0.06 0.04 0.02 10 15 20 30 40 S060 3 456 8 1012 18 24 Minutes Hours Duration Rainfall intensity (in./hr)
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