. The annual maxima rainfall for a 20 minutes storm for a period of 10 years is given below. Use frequency factor to calculate the 15 years return period 20-minute storm. (120, 140,110,120, 140, 150,130,155,135,145) mm. *

. The annual maxima rainfall for a 20 minutes storm for a period of 10 years is given below. Use frequency factor to calculate the 15 years return period 20-minute storm. (120, 140,110,120, 140, 150,130,155,135,145) mm. *

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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Probability, risk and uncertainty analysis for hydrological design

It gives a framework that is financially critical for finding the exceptional designs of hydrological systems with a reduced cost in total inclusive of the project cost and the disaster mitigation cost. But there would be hardly any assessment of a decent quality damage function. Hence, errors in demonstrating the hydrologic events, incorrect model parameters, and so on may occur. Here, we will discuss a specific hydrological design that of a detention basin for studying and understanding the risk-based procedure, uncertainties, and probability analysis by following a systematic framework.

Question

.The annual maxima rainfall for a 20 minutes storm for a period of 10 years is given below. Use
frequency factor to calculate the 15 years return period 20-minute storm.
(120, 140,110,120, 140, 150,130,155,135,145) mm. *
162 mm
158 mm
174 mm
132 mm
None of the above

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