(b) As a hydrologist, you are required to collect rainfall data using a tipping bucketwith a time interval of 5-minutes. Based on rainfall data from Parit Raja stationon TABLE Q2(b):i) Convert the rainfall depth into cumulative rainfall and rainfall intensity.ii) Develop the rainfall intensity hyetograph for the storm event. EQUATIONSN,P+I-0-R-G -E-T= ASΣΑMN;E = «(e, - ea)[100-RE = C(e, – ea) |1+ E = ( 0.013 + 0.00016 U2) ea100TABLESTABLE Q2(b): Rainfall eventRainfall depthRainfall depth(continue)(cm)1.44(cm)0.215.220.340.364.211.360.390.740.290.630.370.110.450.630.720.06

Mass curve is plot between cumulative rainfall depth on y axis and time on x axis Hydrograph is plot…

Answered: n TABLE Q2(b): ) Convert the rainfall…

Engineering

Civil Engineering

n TABLE Q2(b): ) Convert the rainfall depth into cumulative raint ) Develop the rainfall intensity hyetograph for th

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

(b) As a hydrologist, you are required to collect rainfall data using a tipping bucket
with a time interval of 5-minutes. Based on rainfall data from Parit Raja station
on TABLE Q2(b):
i) Convert the rainfall depth into cumulative rainfall and rainfall intensity.
ii) Develop the rainfall intensity hyetograph for the storm event.

EQUATIONS
N,
P+I-0-R-G -E-T= AS
ΣΑ
M
N;
E = «(e, - ea)
[100-R
E = C(e, – ea) |1+ E = ( 0.013 + 0.00016 U2) ea
100
TABLES
TABLE Q2(b): Rainfall event
Rainfall depth
Rainfall depth
(continue)
(cm)
1.44
(cm)
0.21
5.22
0.34
0.36
4.21
1.36
0.39
0.74
0.29
0.63
0.37
0.11
0.45
0.63
0.72
0.06

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