Given: the IDF-curve shown in the Figure below, answer the following questions: a) Intensity for 10-year storm lasting 40 minutes. b) What is the return period for a rainfall intensity of 4 in/hr and duration of 50 minutes? c) What is the probability of a rainfall event of 3 in/hr and 30 minutes duration? d) What is the total rainfall depth for the storm in part a? e) How many times a rainfall intensity of 2 in/hr that lasts for 50 minutes will be equaled or exceeded in 50 years? f) what return period (years) must an engineer use it the design of a bridge opening if it is acceptable to have only a 19% risk that flooding will occur at least once in two consecutive years?
Given: the IDF-curve shown in the Figure below, answer the following questions: a) Intensity for 10-year storm lasting 40 minutes. b) What is the return period for a rainfall intensity of 4 in/hr and duration of 50 minutes? c) What is the probability of a rainfall event of 3 in/hr and 30 minutes duration? d) What is the total rainfall depth for the storm in part a? e) How many times a rainfall intensity of 2 in/hr that lasts for 50 minutes will be equaled or exceeded in 50 years? f) what return period (years) must an engineer use it the design of a bridge opening if it is acceptable to have only a 19% risk that flooding will occur at least once in two consecutive years?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Introduce the problem statement
VIEWStep 2: Compute Intensity for 10-year storm lasting 40 minutes
VIEWStep 3: Compute the return period for a rainfall intensity of 4 in/hr and duration of 50 minutes
VIEWStep 4: Compute the probability of a rainfall event of 3 in/hr and 30 minutes duration
VIEWStep 5: Compute the total rainfall depth for the storm in part a
VIEWStep 6: Determine number of times a rainfall intensity will be equaled or exceeded in 50 years
VIEWStep 7: Determine return period (years) for the given condition
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