Abstract
A Pearson type III distribution model is used to simulate water distribution from rotating sprinklers. Using an analytical-numerical approach graphs were constructed for easy calculation of the performance parameters such as adequately irrigated area, mean deficit and deep percolation efficiency. In order to achieve this the coefficient of skewness was assumed to be a constant multiple of the coefficient of variation. Thus the Pearson type III distribution parameters were expressed as functions of the coefficient of variation.
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