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contributor authorEdward Mazion, Jr.
contributor authorBen Chie Yen
date accessioned2017-05-08T21:07:03Z
date available2017-05-08T21:07:03Z
date copyrightSeptember 1994
date issued1994
identifier other%28asce%290733-9496%281994%29120%3A5%28715%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39296
description abstractModeling catchment runoff requires spatial discretization of the catchment for computation. This study investigates the effect that the size of the computational discretization has on the results of a simulation. Three different types of models (namely, a rational formula model, an Australian nonlinear conceptual model (RORB), and a physical‐process‐based distributed model (HEC‐1)) were tested by applying them to a hypothetical catchment. For each model the spatial discretization size for computations was systematically decreased, while all other catchment and model parameters were held constant. It was observed that even for a simple, homogeneous, hypothetical catchment the simulated runoff results are significantly affected by the computational spatial size of the catchment used regardless of the type of model applied to the catchment.
publisherAmerican Society of Civil Engineers
titleComputational Discretization Effect on Rainfall‐Runoff Simulation
typeJournal Paper
journal volume120
journal issue5
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1994)120:5(715)
treeJournal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 005
contenttypeFulltext


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