New solution of classical hydraulic jump

Journal of Hydraulic Engineering

Volumn 135, Issue 6, 2009, Pages 527-531

  Giuseppe Carollo, Francesco ^a   Ferro, Vito ^a   Pampalone, Vincenzo ^a  

^a UNIVERSITY OF PALERMO   (Italy)

Author keywords

Bed roughness; Energy; Hydraulic jump; Open channel flow

Indexed keywords

BED ROUGHNESS; DIMENSIONAL ANALYSIS; ENERGY; EXPERIMENTAL MEASUREMENTS; FUNCTIONAL RELATIONSHIP; GENERALIZED SOLUTION; GRAVEL BED; NEW SOLUTIONS; ROUGH BED; SELF-SIMILARITY; SEQUENT DEPTH RATIO; TECHNICAL NOTES; CONDITION; OPEN-CHANNEL FLOW; SELF-SIMILARITIES;

HYDRAULIC JUMP; WALL FLOW; WATER RESOURCES;

OPEN CHANNEL FLOW;

BED ROUGHNESS; ENERGY FLUX; GEOMETRY; HYDRAULIC HEAD; OPEN CHANNEL FLOW; TOPOGRAPHIC EFFECT;

EID: 66249143768     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000036     Document Type: Article

References (20)

1. Bakhmeteff, B. A. (1932). Hydraulics of open channels, McGraw-Hill, New York.
2. Barenblatt, G. I. (1979). Similarity, self-similarity and intermediate asymptotics, Consultants Bureau, New York.
3. Barenblatt, G. I. (1987). Dimensional analysis, Gordon and Breach Science, Amsterdam, The Netherlands.
4. Carollo, F. G., and Ferro, V. (2004a). "Contributo allo studio della lunghezza del risalto libero su fondo liscio e scabro." Rivista di Ingegneria Agraria, 35(4), 13-20 (in Italian).
5. Carollo, F. G., and Ferro, V. (2004b). "Determinazione delle altezze coniugate del risalto libero su fondo liscio e scabro." Rivista di Ingegneria Agraria, 35(4), 1-11 (in Italian).
6. Carollo, F. G., Ferro, V., and Pampalone, V. (2007). "Hydraulic jumps on rough beds." J. Hydraul. Eng. JHEND80733-942910.1061/ (ASCE)0733-9429(2007)133:9(989), 133(9), 989-999.
7. Ead, S. A., and Rajaratnam, N. (2002). "Hydraulic jump on corrugated beds." J. Hydraul. Eng. JHEND80733-942910.1061/ (ASCE)0733-9429(2002)128:7(656), 128(7), 656-663.
8. Ferro, V. (1997). "Applying the hypothesis of self-similarity for flow resistance law of small-diameter plastic pipes." J. Hydraul. Eng. JHEND80733-9429, 123(3), 175-179.
9. Ferro, V. (2006). La sistemazione dei bacini idrografici, 2nd Ed., McGraw-Hill, Milano, Italy (in Italian).
10. Gill, M. A. (1980). "Effect of boundary roughness on hydraulic jump." Int. Water Power Dam Constr. IWPCDM0306-400X, 32(1), 22-24.
11. Hager, W. H. (1992). Energy dissipators and hydraulic jump, Kluwer Academic, Dordrecht, The Netherlands.
12. Hager, W. H., and Bremen, R. (1989). "Classical hydraulic jump: Sequent depths." J. Hydraul. Res. JHYRAF0022-1686, 27(5), 565-585.
13. Hager, W. H., Bremen, R., and Kawagoshi, N. (1990). "Classical hydraulic jump: Length of Roller." J. Hydraul. Res. JHYRAF0022-1686, 28(5), 591-608.
14. Harleman, D. R. F. (1959). "Discussion of 'Turbulence characteristics of the hydraulic jump' by Rouse, H., Siao, T. T., and Nagaratnam, S." Trans. Am. Soc. Civ. Eng. TACEAT0066-0604, 124, 959-962.
15. Hughes, W. C., and Flack, J. E. (1984). "Hydraulic jump properties over a rough bed." J. Hydraul. Eng. JHEND80733-942910.1061/ (ASCE)0733-9429(1984)110:12(1755), 110(12), 1755-1771.
16. Rajaratnam, N. (1965). "The hydraulic jump as a wall jet." J. Hydr. Div. JYCEAJ0044-796X, 91(5), 107-132.
17. Rouse, H. (1965). "Critical analysis of open channel resistance." J. Hydr. Div. JYCEAJ0044-796X, 91(7), 1-25.
18. Rouse, H., Koloseus, H. J., and Davidian, J. (1963). "The role of Froude number in open channel resistance." J. Hydraul. Res. JHYRAF0022-1686, 1(1), 14-19.
19. Sarma, K. V. N., and Syamala, P. (1991). "Supercritical flow in smooth open channels." J. Hydraul. Eng. JHEND80733-942910.1061/ (ASCE)0733-9429(1991)117:1(54), 117(1), 54-63.
20. Vinti, C. (1986). Lezioni di analisi matematica, Vol. 1, Galeno Editrice, Perugia, Italy (in Italian).