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    Sprinkler Droplet Effects on Infiltration. I: Impact Simulation

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author:
    Wen‐Jaur Chang
    ,
    David J. Hills
    DOI: 10.1061/(ASCE)0733-9437(1993)119:1(142)
    Publisher: American Society of Civil Engineers
    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.
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      Sprinkler Droplet Effects on Infiltration. I: Impact Simulation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27408
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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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