Design of side weirs in subcritical flow

Urban Drainage Modeling

Volumn , Issue , 2001, Pages 438-449

  Tan, Huagao ^a   Wang, Leon ^a   Gilbreth, Ken ^a  

^a VTN Nevada   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DISCHARGE (FLUID MECHANICS); DRAINAGE; FLOOD CONTROL; FLOW OF WATER; IRRIGATION; NUMERICAL METHODS; PARAMETER ESTIMATION; RIVERS; STRUCTURAL DESIGN;

DE MARCHI EQUATION; DISCHARGE COEFFICIENT; FLOW DIVERSION; FROUDE NUMBER; NON DIMENSIONIZATION; SIDE WEIRS; SUBCRITICAL FLOW;

WEIRS;

EID: 0035772038     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40583(275)42     Document Type: Conference Paper

References (7)

1. Borghei, S. M., M. R. Jalili, and M. Ghodsian (1999). "Discharge coefficient for sharp-crested side weir in subcritical flow." J. Hydr. Engrg., ASCE125(10), 1051-1056.
2. Chow, V. T. (1959). Open Channel Hydraulics. McGraw-Hill, New York.
3. Hager, W. H. (1987). "Lateral outflow over side weir," J. Hydr. Engrg., ASCE113(4), 491-504.
4. Jalili, M. R., and Borghei, S. M. (1996). "Discussion of 'Discharge coefficient of rectangular side weirs,' by R. Singh, D. Manivannan and T. Satyanarayana." J. Irrig. and Drain. Engrg., ASCE, 112(2), 132.
5. Ranga Raju, K. G., Prasad, B., and Gupta, S. K. (1979) "Side weir in rectangular channel." J. Hydr. Div., ASCE105(5), 547-554.
6. Singh, R., Manivannan, D., and Satyanarayana, T. (1994). "Discharge coefficient of rectangular side weirs." J. Irrig. and Drain. Engrg., ASCE, 120(4), 814-819.
7. Swamee, P. K., Pathak, S. K., Mohan, M., Agrawal, S. K., and Ali, M. S. (1994). "Subcritical flow over side weirs." J. Hydr. Engrg., ASCE120(1), 212-217.