Optimal channel cross section with composite roughness

Journal of Irrigation and Drainage Engineering

Volumn 126, Issue 1, 2000, Pages 68-72

  Das, Amlan ^a  

^a NATIONAL INSTITUTE OF TECHNOLOGY   (India)

Author keywords

[No Author keywords available]

Indexed keywords

CHANNEL; CROSS SECTION; DESIGN; MATHEMATICAL ANALYSIS; ROUGHNESS;

EID: 0342980419     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(2000)126:1(68)     Document Type: Article

References (11)

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3. Flynn, L. E., and Marino, M. A. (1987). "Canal design: optimal cross sections." J. Irrig. and Drain. Engrg., ASCE, 113(3), 335-355.
4. Froehlich, D. C. (1994). "Width and depth-constrained best trapezoidal section." J. Irrig. and Drain. Engrg., ASCE, 120(4), 828-834.
5. Guo, C. Y., and Hughes, W. C. (1984). "Optimal channel cross section with freeboard." J. Irrig. and Drain. Engrg., ASCE, 110(3), 304-314.
6. Horton, R. E. (1933). "Separate roughness coefficients for channel bottom and sides." Engrg. News-Record, 111(22), 652-653.
7. Kreyszig, E. (1989). Advanced engineering mathematics, 5th Ed., Wiley Eastern Ltd., New Delhi.
8. Loganathan, G. V. (1991). "Optimal design of parabolic canals." J. Irrig. and Drain. Engrg., ASCE, 117(5), 716-735.
9. Reklaitis, G. V., Ravindran, A., and Ragsdell, K. M. (1983). Engineering optimization: methods and applications. Wiley, New York.
10. Subramanya, K. (1986). Flow in open channels. Tata McGraw-Hill, New Delhi.
11. Yassin, A. M. (1954). "Mean roughness coefficient in open channels with different roughness of bed and side walls." Eidgenossische Technische Hochschule Zurich, Mitteilungen aus der Versuchsanstalt fur Wasserbau und Erdbau, 27, Verlag Leeman, Zurich (in German).