2010Journal of Hydrologic EngineeringRequires access

Limit Slope in Uniform Flow Computations: Direct Solution for Rectangular Channels

Abdulrahman Abdulrahman

Open publisher page 3 citations

Abstract

The slope classification concept has many applications in open-channel flow problems. Many analyses have been made to find the depth of flow necessary for generating a uniform flow of a given Froude number and roughness in a rectangular channel of known bed slope. No analytical solutions are available in technical literature for this problem until date. The existing methods for solution of the analyzed problem are trial-and-error procedure, also generalized flow curves. In the current study, the analyzed problem in a rectangular channel is expressed by a nondimensional fourth degree equation. In the next step, this equation is solved numerically by applying Ferrari’s and Cardan’s techniques to find an analytical solution for depths in a rectangular channel with a given Froude number, bed slope, and roughness. The derived solution was applied to find the transitional depth in a GVF in a rectangular channel.

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What this paper is about

The slope classification concept has many applications in open-channel flow problems. Many analyses have been made to find the depth of flow necessary for generating a uniform flow of a given Froude number and roughness in a rectangular channel of known bed slope. No analytical solutions are available in technical literature for this problem until date. The existing methods for solution of the analyzed problem are trial-and-error procedure, also generalized flow curves. In the current study, the analyzed problem in a rectangular channel is expressed by a nondimensional fourth degree equation. In the next step, this equation is solved numerically by applying Ferrari’s and Cardan’s techniques to find an analytical solution for depths in a rectangular channel with a given Froude number, bed slope, and roughness. The derived solution was applied to find the transitional depth in a GVF in a rectangular channel.

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Available abstract

The slope classification concept has many applications in open-channel flow problems. Many analyses have been made to find the depth of flow necessary for generating a uniform flow of a given Froude number and roughness in a rectangular channel of known bed slope. No analytical solutions are available in technical literature for this problem until date. The existing methods for solution of the analyzed problem are trial-and-error procedure, also generalized flow curves. In the current study, the analyzed problem in a rectangular channel is expressed by a nondimensional fourth degree equation. In the next step, this equation is solved numerically by applying Ferrari’s and Cardan’s techniques to find an analytical solution for depths in a rectangular channel with a given Froude number, bed slope, and roughness. The derived solution was applied to find the transitional depth in a GVF in a rectangular channel.

Key concepts: Froude number, Open-channel flow, Channel (broadcasting), Flow (mathematics), Mathematics, Limit (mathematics), Computation, Energy–depth relationship in a rectangular channel

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