Study of flow over side weirs under supercritical conditions

Water Resources Management

Volumn 22, Issue 1, 2008, Pages 131-143

  Durga Rao, K H V ^a   Pillai, C R S ^b  

^a NATIONAL REMOTE SENSING AGENCY   (India)

^b INDIAN INSTITUTE OF TECHNOLOGY   (India)

Author keywords

Coefficient of discharge; Discharge ratio; Froude number; Momentum principle; Open channel flow; Side weirs; Supercritical conditions; Velocity ratio

Indexed keywords

DISCHARGE (FLUID MECHANICS); FROUDE NUMBER; MOMENTUM; OPEN CHANNEL FLOW;

COEFFICIENT OF DISCHARGE; DISCHARGE RATIO; SIDE WEIRS; SUPERCRITICAL CONDITIONS; VELOCITY RATIO;

WEIRS;

DISCHARGE (FLUID MECHANICS); FROUDE NUMBER; MOMENTUM; OPEN CHANNEL FLOW; WEIRS;

EXPERIMENTAL STUDY; FLOW MEASUREMENT; FLOW VELOCITY; FROUDE NUMBER; GEOMETRY; MOMENTUM; OPEN CHANNEL FLOW; SUPERCRITICAL FLOW; WEIR;

EID: 37649016085     PISSN: 09204741     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11269-007-9153-4     Document Type: Article

References (13)

1. Burgin JF, Holley ER (2002) Side weir analysis system, online report 02-2, Centre for Research in Water Resources, Univ. of Texas, Austin, TX
2. Bremen R, Hager WH (1989) Experiments in side channel spillways (Experimente in Sammelkanälen). Proc ASCE, Journal of Hydraulic Engineering 115, HY(5):617-635
3. Cheong HF (1991) Discharge coefficient of lateral diversion from trapezoidal channel. J Irrig Drain Eng 117(4):461-475
4. Chow VT (1959) Open channel hydraulics. McGraw-Hill, New York, pp 439-460
5. de Marchi G (1934) Essay on the performance of lateral weirs, (in Italian) L'Energia electrica. Milan 11(11):849
6. Frazer W (1957) The behaviour of side weirs in prismatic rectangular channel. Proceedings of the Institute of Civil Engineers, London, England, vol. 6
7. Hager WH (1987) Lateral outflow over side weirs. J Hydraul Eng 113(4):491-504
8. Hager WH (1999) Wastewater hydraulics theory and practice, Chapter 19. Springer, Berlin Heidelberg New York, pp 567-586
9. Khashab AEI, Smith KVH (1976) Experimental investigation of flow over side weirs. J Hydraul Eng 102(HY9), proc. paper 12402
10. Smith KVH (1973) Computer programming for flow over side weirs. J Hydraul Eng 99(Hy3), proceedings paper 9626
11. Subramanya K, Awasthy SC (1972) Spatially varied flow over side weirs. J Hydraul Eng 98:1-10
12. Uyumaz A (1997) Side weirs in U shaped channels. J Hydraul Eng 123(7):639-646
13. Uyumaz A, Smith RH (1981) Design procedure for flow over side weirs. J Irrig Drain Eng 117(1):79-90