23: A square area of 100 km² is gauged by five rainfall gauges one at the center of the area and the others at an equal distance on the boundary of the area. The data record are: Station A Rainfall (cm) 15 B C D 12.5 13.8 14.5 Use Two methods to estimate average rainfalls? E 13 D OF R

23: A square area of 100 km² is gauged by five rainfall gauges one at the center of the area and the others at an equal distance on the boundary of the area. The data record are: Station A Rainfall (cm) 15 B C D 12.5 13.8 14.5 Use Two methods to estimate average rainfalls? E 13 D OF R

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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Concept explainers

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

23: A square area of 100 km² is gauged by five rainfall gauges one at the center of
the area and the others at an equal distance on the boundary of the area. The
data record are:
Station
A
B
D
Rainfall (cm) 15 12.5 13.8 14.5
Use Two methods to estimate average rainfalls?
E
13
D
OF
R

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