contributor author | Mohammad Rayej | |
contributor author | W. W. Wallender | |
date accessioned | 2017-05-08T20:46:57Z | |
date available | 2017-05-08T20:46:57Z | |
date copyright | November 1988 | |
date issued | 1988 | |
identifier other | %28asce%290733-9437%281988%29114%3A4%28605%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26997 | |
description abstract | A kinematic‐wave furrow model with spatial variability of infiltration is developed to solve directly for advance times. In addition, infiltration varies with wetted perimeter. During advance, the system of nonlinear equations is solved implicitly for flow area and time step using the double‐sweep technique. During runoff and recession, flow area is found explicitly cell‐by‐cell at each specified time step. Including spatially varying infiltration as well as wetted perimeter effects improves furrow irrigation simulation when compared with the results of previous kinematic‐wave models. | |
publisher | American Society of Civil Engineers | |
title | Time Solution of Kinematic‐Wave Model with Stochastic Infiltration | |
type | Journal Paper | |
journal volume | 114 | |
journal issue | 4 | |
journal title | Journal of Irrigation and Drainage Engineering | |
identifier doi | 10.1061/(ASCE)0733-9437(1988)114:4(605) | |
tree | Journal of Irrigation and Drainage Engineering:;1988:;Volume ( 114 ):;issue: 004 | |
contenttype | Fulltext | |