Water depth and cross‐sectional area relationships in sloping surface irrigation systems

Author:

Seyedzadeh Amin12,Panahi Amir3,Maroufpoor Eisa4

Affiliation:

1. Department of Water Science and Engineering, Faculty of Agriculture Fasa University Fasa Iran

2. Research Institute of Water Resources Management in Arid Region Fasa University Fasa Iran

3. Department of Engineering, IS‐FOOD Institute (Institute for Innovation and Sustainable Development in the Food Chain) Public University of Navarre Pamplona Navarra Spain

4. Department of Water Engineering, Faculty of Agriculture University of Kurdistan Sanandaj Iran

Abstract

AbstractThe equations governing variations in water depth and cross‐sectional area along a field are crucial for solving the Saint‐Venant equations and determining surface water volume via the volume balance method to determine other hydraulic parameters of surface irrigation systems. Various researchers have proposed different formulations for this equation based on varying assumptions. In many investigations, the flow depth profile has been assumed to be parallel to the furrow bottom or modelled as an elliptical relationship. This study explored four different forms of equation to analyse changes in the water depth profile and to refine its mathematical representation. The coefficients of these equations were derived as functions of the surface storage coefficient. Using field data, the surface storage coefficient values and, consequently, the coefficients of the proposed relationships were determined. The calculated values of the flow cross‐sectional area along the field and the water surface storage volume were compared with the measured values using the established relationships. The most accurate relationship for estimating the flow depth profile was identified through this analysis.

Publisher

Wiley

Reference37 articles.

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2. Burt C. Robb G.&Hanon A.(1982)Rapid evaluation of furrow irrigation efficiencies.

3. Chow V.T.(1959)Open‐Channel Hydraulics McGraw‐Hill Book Company.New York pp.507–510.

4. Evaluation of Intake Rate Constants as Related to Advance of Water in Surface Irrigation

5. Estimating Rate of Advance for Irrigation Furrows

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