Q1. Using the data given, estimate precipitation depth that has fallen on the entire watershed.Polygon Thiessenarea (cm?)StationPrecipitation(mm)A20112.25В1353.518.3120.012.562.5E10119.0F5.8144.06.772.014.8130.013.962.51185.0K5.5110.03.740.0

Given - data of rainfall in a watershed to find - depth of precipitation

1. Using the data given, estimate precipitation depth that has fallen on the entire watershed. Polygon Thiessen area (cm2) Station Precipitation (mm) A 20 112.25 В 13 53.5 C 18.3 120.0 12.5 62.5 10 119.0 F 5.8 144.0 6.7 72.0 14.8 130.0 13.9 62.5 J 11 85.0 K 5.5 110.0 3.7 40.0

1. Using the data given, estimate precipitation depth that has fallen on the entire watershed. Polygon Thiessen area (cm2) Station Precipitation (mm) A 20 112.25 В 13 53.5 C 18.3 120.0 12.5 62.5 10 119.0 F 5.8 144.0 6.7 72.0 14.8 130.0 13.9 62.5 J 11 85.0 K 5.5 110.0 3.7 40.0

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

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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

Q1. Using the data given, estimate precipitation depth that has fallen on the entire watershed.
Polygon Thiessen
area (cm?)
Station
Precipitation
(mm)
A
20
112.25
В
13
53.5
18.3
120.0
12.5
62.5
E
10
119.0
F
5.8
144.0
6.7
72.0
14.8
130.0
13.9
62.5
11
85.0
K
5.5
110.0
3.7
40.0

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