Title: Modification of furrow Manning's roughness coefficient estimation by finite difference technique under surge and continuous flow

Authors: Mohammad Javad Amiri; Mehdi Bahrami; Hossein Hamidifar; Saeid Eslamian

Addresses: Department of Water Engineering, College of Agriculture, Fasa University, 74617-81189 Fasa, Iran ' Department of Water Engineering, College of Agriculture, Fasa University, 74617-81189 Fasa, Iran ' Department of Water Engineering, College of Agriculture, Shiraz University, Shiraz 71365, Iran ' Department of Water Engineering, College of Agriculture, Isfahan University of Technology, 84156-83111, Isfahan, Iran

Abstract: In this research, the Manning's roughness coefficient under surge and continuous flow was determined based on the volume balance equation in the form of a differential equation that was solved with the six finite difference approximations procedures. Volume balance analysis and Manning's equation for open channel flow were used as governing equations. Six finite difference approximations [forward finite difference (two methods), central finite difference (two methods) and backward finite difference (two methods)] were used as the solution technique. Comparison of the results showed that there is no significant difference between these methods according to average absolute error (AAE) for the 36 datasets. The results of measurements at three different experimental sites indicate that the values of n for continuous flow irrigation were higher than those measured in surge irrigation. The results are satisfied via testing with the field data obtained from different regions and various soil type.

Keywords: finite difference approximation; furrow irrigation; Manning's roughness coefficient; surge flow; continuous flow; volume balance analysis; differential equations; open channel flow.

DOI: 10.1504/IJHST.2016.077390

International Journal of Hydrology Science and Technology, 2016 Vol.6 No.3, pp.226 - 237

Received: 07 Sep 2015
Accepted: 19 Sep 2015
Published online: 29 Jun 2016 *

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