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contributor authorWen‐Jaur Chang
contributor authorDavid J. Hills
date accessioned2017-05-08T20:47:43Z
date available2017-05-08T20:47:43Z
date copyrightJanuary 1993
date issued1993
identifier other%28asce%290733-9437%281993%29119%3A1%28142%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27408
description abstractThe water infiltration rate during sprinkle irrigation is known to decrease due to the impact effects of water droplets on soil‐surface structure. In this paper, a numerical simulation model that employs full three‐dimensional Navier‐Stokes equations and the finite difference procedure is utilized for studying pressure and shear distribution on a soil surface following sprinkler droplet impact. Variables include impact velocity (800 cm/s and 580 cm/s), angle of impact (90°, 60°, and 45°), and surface condition (with and without a water layer). The results indicate that droplets impacting at oblique angles rather than vertically have less impact pressure and less impact force, but a higher shear velocity. For example, the shear velocity, which is a major contributor to soil surface crusting, is approximately 50% higher for a 60° impact than for a vertical impact. The effects of a water layer are to lessen the peak‐impact pressure and the shear velocity, but to increase the impact force.
publisherAmerican Society of Civil Engineers
titleSprinkler Droplet Effects on Infiltration. I: Impact Simulation
typeJournal Paper
journal volume119
journal issue1
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1993)119:1(142)
treeJournal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 001
contenttypeFulltext


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