Explicit Solution for the Specific Flow Depths in Partially Filled Pipes

Author:

Elhakeem Mohamed1,Sattar Ahmed2

Affiliation:

1. Adjunct Professor, Dept. of Civil Engineering, Univ. of Tennessee, Knoxville, TN 37996; Associate Professor, Abu Dhabi Univ., P.O. Box 59911, Abu Dhabi, UAE (corresponding author).

2. Associate Professor, Dept. of Irrigation and Hydraulics, Faculty of Engineering, Cairo Univ., Giza, Egypt.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference26 articles.

1. Explicit solutions of the Manning equation for partially filled circular pipes;Akgiray O.;Can. J. Civil Eng.,2005

2. Direct solutions for normal depth using the Manning equation;Barr D. H.;Proc. Inst. Civ. Eng.,1986

3. Propagation of an air-water interface from pressurized to free-surface flow in a circular pipe;Bashiri-Atrabi B. H.;J. Hydraul. Eng.,2016

4. Open-Channel Flow

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