contributor author | Wen‐Jaur Chang | |
contributor author | David J. Hills | |
date accessioned | 2017-05-08T20:47:43Z | |
date available | 2017-05-08T20:47:43Z | |
date copyright | January 1993 | |
date issued | 1993 | |
identifier other | %28asce%290733-9437%281993%29119%3A1%28142%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27408 | |
description abstract | The 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. | |
publisher | American Society of Civil Engineers | |
title | Sprinkler Droplet Effects on Infiltration. I: Impact Simulation | |
type | Journal Paper | |
journal volume | 119 | |
journal issue | 1 | |
journal title | Journal of Irrigation and Drainage Engineering | |
identifier doi | 10.1061/(ASCE)0733-9437(1993)119:1(142) | |
tree | Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 001 | |
contenttype | Fulltext | |