坡面灌溉系统中的水深与断面面积关系

A. Seyedzadeh, Amirreza Panahi, E. Maroufpoor
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摘要

有关田间水深和横截面积变化的方程对于求解圣-维南方程和通过容积平衡法确定地表水量以确定地表灌溉系统的其他水力参数至关重要。不同的研究人员根据不同的假设为该方程提出了不同的公式。在许多研究中,水流深度剖面被假定为与沟底平行,或被模拟为椭圆关系。本研究探讨了四种不同形式的方程,以分析水深剖面的变化并完善其数学表达。这些方程的系数是作为地表蓄水系数的函数推导出来的。利用实地数据,确定了地表蓄水系数值,并由此确定了拟议关系式的系数。利用已建立的关系,将计算得出的水流断面面积值和水面蓄水量与测量值进行了比较。通过分析,确定了估算水流深度剖面的最精确关系。
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Water depth and cross‐sectional area relationships in sloping surface irrigation systems
The 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.
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