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contributor authorLiu Junping;Zhu Xingye;Yuan Shouqi;Wan Jinghong;Chikangaise Prince
date accessioned2019-02-26T07:49:24Z
date available2019-02-26T07:49:24Z
date issued2018
identifier other%28ASCE%29IR.1943-4774.0001333.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249643
description abstractA recently developed rotating spray plate sprinkler (RSPS) with a six-grooved plate (R 3) is evaluated in this paper. A set of nozzles numbered 15/128  in. (2.98 mm), 17/128  in. (3.37 mm), and 19/128  in. (3.77 mm) was tested with a nozzle elevation of 1.2 m using working pressures of 1, 2, and 3 kPa. The individual water distribution patterns, including the discharge–pressure relationship, wetted radius, sprinkler rotation speed, and water application rate, were evaluated under indoor experimental conditions. The results show that the discharge coefficient was mainly dependent on the nozzle diameter, which had a good value of more than .9 for all conditions. The wetted radius increased with the nozzle size as well as the operating pressure, and an empirical equation for those relationships was developed in this study. The sprinkler rotation time decreased with increasing operating pressure because an increase of the operating pressure resulted in an impact force from the nozzle to the plate sufficiently large to overcome the plate’s resistance. The sprinkler head produced quite similar water application parabola-shaped profiles at different nozzle sizes, and equations of the water application rate with regard to the distance from the sprinklers are provided. The average coefficients of determination for d=2.98, 3.37, and 3.77 mm were 88.2, 81.3, and 9.1%, respectively.
publisherAmerican Society of Civil Engineers
titleHydraulic Performance Assessment of Sprinkler Irrigation with Rotating Spray Plate Sprinklers in Indoor Experiments
typeJournal Paper
journal volume144
journal issue8
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0001333
page6018005
treeJournal of Irrigation and Drainage Engineering:;2018:;Volume ( 144 ):;issue: 008
contenttypeFulltext


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