Closure to “Explicit Solution for the Specific Flow Depths in Partially Filled Pipes” by Mohamed Elhakeem and Ahmed Sattar
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Pipeline Systems Engineering and Practice
Volume 9, Issue 4
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References
Rouse, H., and S. Ince. 1963. History of hydraulics. Mineola, NY: Dover.
Stahl, H., and W. H. Hager. 1999 “Hydraulic jump in circular pipes.” Can. J. Civ. Eng. 26 (3): 368–373. https://doi.org/10.1139/l98-068.
Straub, W. O. 1978. “A quick and easy way to calculate critical and conjugate depths in circular open channels.” Civ. Eng. 48 (12): 70–71.
Swamee, P. K. 1993. “Critical depth equations for irrigation channels.” J. Irrig. Drain. Eng. 199 (2): 400–409. https://doi.org/10.1061/(ASCE)0733-9437(1993)119:2(400).
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Journal of Pipeline Systems Engineering and Practice
Volume 9 • Issue 4 • November 2018
Copyright
©2018 American Society of Civil Engineers.
History
Received: Feb 8, 2018
Accepted: Apr 4, 2018
Published online: Jun 27, 2018
Published in print: Nov 1, 2018
Discussion open until: Nov 27, 2018
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Associate Professor, Abu Dhabi Univ., P.O. Box 59911, Abu Dhabi, United Arab Emirates; Adjunct Professor, Univ. of Tennessee, Knoxville TN 37996 (corresponding author). Email: [email protected]
Associate Professor, Dept. of Irrigation and Hydraulics, Faculty of Engineering, Cairo Univ., Giza 12613, Egypt. Email: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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