Flow simulation in circular pipes with variable roughness using SWMM-EXTRAN model

Journal of Hydraulic Engineering

Volumn 124, Issue 1, 1998, Pages 73-76

  Zaghloul, Nabil A ^a  

^a KUWAIT UNIVERSITY   (Kuwait)

Author keywords

[No Author keywords available]

Indexed keywords

ATTENUATION; COMPUTER SIMULATION; RUNOFF; SURFACE ROUGHNESS;

CIRCULAR PIPES; MANNING ROUGHNESS COEFFICIENTS; SOFTWARE PACKAGE SWMM EXTRAN;

PIPE FLOW;

CIRCULAR CYLINDER; FLOW; MODEL; PIPE; ROUGHNESS;

EID: 0031898234     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1998)124:1(73)     Document Type: Article

References (10)

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2. Camp, T. D. (1946). "Design of sewers to facilitate flow." Sewage Works J., 18(Jan-Dec.), 1-16.
3. Heeps, D. P., and Mein, R. G. (1973). "An independent evaluation of three urban storm water models." Res. Rep. No. 4, Monash Univ., Clayton, Victoria, Australia.
4. Huber, W. C., and Dickinson, R. E. (1992). Storm Water Management Model, user's manual, version 4. U.S. Envir. Protection Agency, Athens, Ga.
5. Johnson, C. F. (1944). "Determination of Kutter's n for sewers partly filled." Trans., ASCE, 109, 223-239.
6. Roesner, L. A., Aldrich, J. A., and Dickinson, R. E. (1992). Storm Water Management Model, user's manual, version 4, EXTRAN addendum. U.S. Envir. Protection Agency, Athens, Ga.
7. Wilcox, E. R. (1924). "A comparative test of the flow of water in 8-inch concrete and varified clay sewer pipes." Bull. 27, Engrg. Experiment Station, University of Washington, Seattle, Wash.
8. Yarnell" D. L., and Woodward, S. M. (1920). "The flow of water in drain tile." Bull. No. 854, U.S. Dept. of Agr., Washington, D.C.
9. Zaghloul, N. A. (1980). "Application of the SWMM model to large urban areas." Proc., Canadian Conf. M/6:1-4, Winnipeg, Canada.
10. Zaghloul, N. A., and Al-Shurbaji, A. M. (1990). "A storm water management model for urban areas in Kuwait." Water Resour. Bull., 26(4).