Discharge coefficient of rectangular sharp-crested side weirs Part II: Domínguez's method

Flow Measurement and Instrumentation

Volumn 35, Issue , 2014, Pages 116-121

  Bagheri, S ^a   Kabiri Samani, A R ^a   Heidarpour, M ^a  

^a ISFAHAN UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

Discharge coefficient; Dom nguez's method; Side weir; Water surface profile

Indexed keywords

COMPREHENSIVE ANALYSIS; DIMENSIONAL ANALYSIS; DIMENSIONLESS PARAMETERS; DISCHARGE COEFFICIENTS; HYDRAULIC DESIGNS; MODEL EXPERIMENTATIONS; SIDE- WEIRS; WATER SURFACE PROFILE;

FLOW MEASUREMENT; INSTRUMENTS;

WEIRS;

EID: 84893798873     PISSN: 09555986     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.flowmeasinst.2013.10.006     Document Type: Article

References (17)

1. De Marchi G. Saggio di teoria del funzionamente degli stramazzi laterali (Essay on the Performance of Lateral Weirs) 1934, vol. 11:849-860. L'Energia Electrica, Milano, Italy, (in Italian).
2. Uyumaz A., Smith R.H. Design procedure for flow over side weirs. J Irrig Drain Eng, ASCE 1991, 117(1):79-90.
3. Swamee P.K., Pathak S.K., Ali M.S. Side-weir analysis using elementary discharge coefficient. J Irrig Drain Eng, ASCE 1994, 120(4):742-755.
4. May R.W.P., Bromwich B.C., Gasowski G., Rickard C.E. Hydraulic design of side weirs 2003, Thomas Telford Ltd., London.
5. Montes J.S. Hydraulics of open channel flow 1998, ASCE Press, Reston, VA.
6. Subramanya K., Awasthy S.C. Spatially varied flow over side weirs. J Hydraul Div, ASCE 1972, 98(1):1-10.
7. Ranga Raju K.G., Prasad B., Gupta S.K. Side weirs in rectangular channels. J Hydraul Div, ASCE 1979, 105(5):547-554.
8. Singh R., Manivannan D., Satyanarayana T. Discharge coefficient of rectangular side weirs. J Irrig Drain Eng, ASCE 1994, 120(4):814-819.
9. Borghei S.M., Jalili M.R., Ghodsian M. Discharge coefficient for sharp-crested side weirs in subcritical flow. J Hydraul Eng, ASCE 1999, 125(10):1051-1056.
10. Kabiri-Samani A.R., Borghei S.M., Esmaili H. Hydraulic performance of labyrinth side weirs using vanes or piles. Proc ICE - Water Manage 2011, 164(5):229-241.
11. Borghei S.M., Parvaneh A. Discharge characteristics of a modified oblique side weir in subcritical flow. Flow Meas Instrum 2011, 22(5):370-376.
12. Paris E., Solari L., Bechi G. Applicability of the De Marchi hypothesis for side weir flow in the case of movable beds. J Hydraul Eng, ASCE 2012, 138(7):653-656.
13. Domínguez FJ. Hidráulica. 1st ed., Nascimento editor, Santiago, Chile; 1935; Domínguez FJ. 6th ed. Editorial Universitaria, Santiago, Chile; 1999 (in Spanish).
14. Domínguez FJ. 6th ed. Editorial Universitaria, Santiago, Chile; 1999 (in Spanish).
15. Jalili MR. Experimental investigation on spatially varied flow over side weirs [MSc. thesis]. Tehran, Iran: Civil Engineering Department, Sharif University of Technology; 1994 (in Persian).
16. Novak G. Velocity field of water flow at side weir [Ph.D. thesis]. Ljubljana University Slovenia; 2012 (in Slovak).
17. Henderson F.M. Open channel flow 1966, Macmillian, New York, NY, USA.