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contributor authorJin Lee
contributor authorKatumi Musiake
date accessioned2017-05-08T20:47:57Z
date available2017-05-08T20:47:57Z
date copyrightMarch 1994
date issued1994
identifier other%28asce%290733-9437%281994%29120%3A2%28250%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27539
description abstractNatural rainfall rate patterns are highly variable. Existing Hortonian infiltration models are not designed specifically to work with such rainfall rate patterns. Thus, for practical applications the models have to be modified to work with the naturally occurring variable‐pattern hyetographs. In this paper, a Hortonian infiltration model, developed specifically to work with the variable rainfall‐rate patterns and constant time intervals of naturally occurring hyetographs, is described. The structure of the model is hypothesized based on a physical appreciation of the Hortonian infiltration process. It is then refined through repeated testing to simulate the overland flow data associated with the process. A numerical infiltration model has been used to simulate the overland‐flow data used in the testing. A three‐parameter conceptual model was able to reasonably simulate the numerically simulated overland‐flow data due to 10 observed hyetographs falling on three different topsoils. The most important parameter in the model is the saturated hydraulic conductivity
publisherAmerican Society of Civil Engineers
titleConstant Time Interval Hortonian Infiltration Model
typeJournal Paper
journal volume120
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1994)120:2(250)
treeJournal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 002
contenttypeFulltext


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