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Assessing the uncertainty associated with flood features due to variability of rainfall and hydrological parameters

Ahmad Sharafati, Ahmad Sharafati and Khazaei, Mohammad Reza and Nashwan, Mohamed Salem and Al-Ansari, Nadhir and Yaseen, Zaher Mundher and Shahid, Shamsuddin (2020) Assessing the uncertainty associated with flood features due to variability of rainfall and hydrological parameters. Advances in Civil Engineering, 2020 . p. 7948902. ISSN 1687-8086

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Official URL: http://dx.doi.org/10.1155/2020/7948902

Abstract

An assessment of uncertainty in flood hydrograph features, e.g., peak discharge and flood volume due to variability in the rainfall-runoff model (HEC-HMS) parameters and rainfall characteristics, e.g., depth and duration, is conducted. Flood hydrographs are generated using a rain pattern generator (RPG) and HEC-HMS models through Monte Carlo simulation considering uncertainty in stochastic variables. The uncertainties in HEC-HMS parameters (e.g., loss, base flow, and unit hydrograph) are estimated using their probability distribution functions. The flood events are obtained by simulating runoff for rainfall events using the generated model parameters. The uncertainties due to rainfall and model parameters on generated flood hydrographs are evaluated using the relative coefficient of variation (RCV). The results reveal a higher RCV index for flood volume (RCV = 153) than peak discharge (RCV = 116) for a 12-hr rainfall duration. The average relative RCV (ARRCV) index computed for hydrological component (e.g., base flow, loss, or unit hydrograph) indicates the highest impact of rainfall depth on flood volume and peak. The results indicate that rainfall depth is the main source of uncertainty of flood peak and volume.

Item Type:Article
Uncontrolled Keywords:rainfall, flood
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:90986
Deposited By: Widya Wahid
Deposited On:31 May 2021 13:28
Last Modified:31 May 2021 13:28

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