Determination of critical and normal depths using Excel

Proceedings of the 2004 World Water and Environmetal Resources Congress: Critical Transitions in Water and Environmetal Resources Management

Volumn , Issue , 2004, Pages 1380-1387

  Wong, Tommy S W ^a   Zhou, M C ^b  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

^b UNIVERSITY OF YAMANASHI   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; CHANNEL FLOW; COMPUTER SOFTWARE; FLOW OF WATER; HYDRAULICS; RUNOFF;

FLOW ANGLE; FLOW DEPTHS; PARABOLIC CHANNELS; TRAPEZOIDAL CHANNELS;

DEPTH PERCEPTION;

EID: 23844477292     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. Chow, V. T. (1959). Open channel hydraulics, McGraw-Hill, New York.
2. Henderson, F. M. (1966). Open channel flow, Macmillan Co, New York.
3. McLatchy, M. J. (1989). "Newton-Raphson and normal depths in open channel flow." Channel Flow and Catchment Runoff: Proceedings of the Charlottesville Conference, Virginia, USA, (ed. by B.C. Yen), 2, 983-992.
4. Posey, C. J. (1950). "Gradually varied channel flow." in Engineering Hydraulics (ed. by H. Rouse), John Wiley & Sons, New York, 589-634.
5. Shirley, E. D., and Lopes, V. L. (1992). "Normal-depth calculations in complex channel sections." Journal of Irrigation and Drainage Engineering, ASCE, 117(2), 220-232.
6. Wang, Z. (1998). "Formula for calculating critical depth of trapezoidal open channel." Journal of Hydraulic Engineering, ASCE, 124(1), 90-91.