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contributor authorTibebu B. Ayalew
contributor authorWitold F. Krajewski
contributor authorRicardo Mantilla
date accessioned2017-05-08T21:49:42Z
date available2017-05-08T21:49:42Z
date copyrightDecember 2013
date issued2013
identifier other%28asce%29he%2E1943-5584%2E0000742.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63626
description abstractIn this paper, a simple hydrologic example is employed to illustrate the important features of reservoir regulated flood frequency. Despite its practical significance, the estimation of reservoir regulated flood frequency is largely dominated by empirical methodologies containing assumptions that could lead to incorrect results. The goal of this paper is to show by means of a continuous rainfall-runoff simulation how several reservoir variables, including the reservoir storage capacity, the size of release structures, operation rules, and the statistical variability of inflows to the reservoir, quantitatively control the regulated flood frequency. Although the example presented in this paper does not encompass the full complexity of the problem, it reveals important features of the regulated flood frequency. The study also highlights how specific assumptions in the traditional and widely used inflow volume-duration-frequency (VDF)–based methodology could lead to underestimation of flood risk for locations downstream from reservoirs. This paper, therefore, provides insight into the steps necessary to move away from the VDF-based empirical analysis towards a more realistic framework for estimating regulated flood frequencies. Simultaneously, the difficulties in fully addressing this problem are acknowledged and, consequently, continued examination of this important subject by the hydrological-science and engineering community is advocated.
publisherAmerican Society of Civil Engineers
titleExploring the Effect of Reservoir Storage on Peak Discharge Frequency
typeJournal Paper
journal volume18
journal issue12
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000721
treeJournal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 012
contenttypeFulltext


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