Equilibrium scour downstream of three-dimensional grade-control structures

Journal of Hydraulic Engineering

Volumn 138, Issue 2, 2012, Pages 167-176

  Scurlock, S Michael ^a   Thornton, Christopher I ^a   Abt, Steven R ^a  

^a Department of Mechanical Engineering   (United States)

Author keywords

Grade control structures; Hydraulic structures; Rivers; Scour; Weirs

Indexed keywords

BRIDGE PIERS; FORECASTING; HYDRAULIC STRUCTURES; RIVERS; SCOUR; WEIRS;

BANK STABILITY; FISH HABITAT; GRADE-CONTROL STRUCTURES; LABORATORY EXPERIMENTS; LATERAL FLOW; MEAN ERRORS; RIVER CHANNELS; SCOUR DEPTH; SCOUR DOWNSTREAM; SCOUR HOLES; THREE-DIMENSIONAL STRUCTURE; TWO-DIMENSIONAL FLOW; CONTROL BANK; CONTROL STRUCTURE; DOWN-STREAM; FISHES HABITATS; GRADE CONTROLS; RIVERS AND STREAMS;

THREE DIMENSIONAL; SCOUR;

DATABASE; DIMENSIONLESS NUMBER; EXPERIMENTAL STUDY; HYDRAULIC STRUCTURE; LABORATORY METHOD; PARAMETERIZATION; RIVER CHANNEL; SCOUR; THREE-DIMENSIONAL MODELING; TWO-DIMENSIONAL FLOW; WEIR;

EID: 84878523238     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000493     Document Type: Article

References (35)

1. Bhuiyan F. Hey R.D. Wormleaton P.R. Hydraulic evaluation of -weir for river restoration. J. Hydraul. Eng. 2007, 133(6):596-609. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2007)133:6(596).
2. Bormann N.E. Equilibrium local scour depth downstream of grade-control structures. 1988, Ph.D. dissertation, Dept. of Civil Engineering, Colorado State Univ., Fort Collins, CO.
3. Bormann N.E. Julien P.Y. Scour downstream of grade-control structures. J. Hydraul. Eng. 1991, 117(5):579-594. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1991)117:5(579).
4. Chee S.P. Kung T. Stable profiles of plunge basins. Am. Water Resour. Assoc. 1971, 7(2):303-308. JWRAF5, 1093-474X, 10.1111/j.1752-1688.1971.tb05912.x.
5. Chee S.P. Padiyar P.V. Erosion at the base of flip buckets. Eng. J. 1969, 52(111):22-24.
6. Chee S.P. Strelchuk D.L. Kung T. Configurations of water basin for energy dissipation. Proc., 86th Annual Congress of Engineering, Institute of Canada 1972, and Saskatoon, Canada.
7. Chee S.P. Yuen E.M. Erosion of unconsolidated gravel beds. Can. J. Civ. Eng. 1985, 12(3):559-566. CJCEB8, 0315-1468, 10.1139/l85-063.
8. Comiti F. D'Agostino V. Ferro V. Lenzi M.A. Fenomeni di erosione localizzata valle di opere trasversali: Integrazioni tra indagini di campo di laboratorio. Quad. Idronomia MT 2006, 25:217-225.
9. D'Agostino V. Indagine sullo scavo valle di opera trasversali mediante modello fisico fondo mobile. Energ. Elettr. 1994, 71(2):37-51. ENELAK, 0013-7308.
10. D'Agostino V. Ferro V. Scour on alluvial bed downstream of grade-control structures. J. Hydraul. Eng. 2004, 130(1):24-37. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2004)130:1(24).
11. Damle P.M. Venkatraman C.P. Desai S.C. Evaluation of scour below ski jump buckets of spillways. Proc., Golden Jubilee Symp. 1966, 1:154-163. and Vol. Central Water and Power earch Station, Poona, India.
12. Eggenberger W. Die kolkbildung bei einen uberstromen und beider kombination uberstromen-unterstromen. 1943, Ph.D. thesis, ETH, Zurich, Switzerland.
13. Eggenberger W. Müller R. Experimentelle und theoretische untersuchungen über das kolkproblem. 1944, and Mitteilungen der Versuchsanstalt für Wasserbau, No. 5, ETH, Zürich, Switzerland.
14. Fahlbusch F.E. Scour in rock river beds downstream of large dams. Int. J. Hydropower Dams 1994, 1(4):30-32. 1352-2523.
15. Falvey H.T. Hydraulic design of labyrinth weirs 2003, ASCE, Reston, VA.
16. Gaudio R. Marion A. Time evolution of scouring downstream of bed sills. J. Hydraul. Res. 2003, 41(3):271-284. JHYRAF, 0022-1686, 10.1080/00221680309499972.
17. Gaudio R. Marion A. Bovolin V. Morphological effects of bed sills in degrading rivers. J. Hydraul. Res. 2000, 38(2):89-96. JHYRAF, 0022-1686, 10.1080/00221680009498344.
18. Hartung W. Die kolkbildung hinter überstromen wehren im hinblick auf eine beweglich sturzbettgestaltung. Die Wasser Wirtschaft 1959, 49(1):309-313. 1741-7589.
19. Hoffmans G.J. C. M. Jet scour in equilibrium phase. J. Hydraul. Eng. 1998, 124(4):430-437. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1998)124:4(430).
20. Hoffmans G.J. C. M. Pilarczyk K.W. Local scour downstream of hydraulic structures. J. Hydraul. Eng. 1995, 121(4):326-340. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1995)121:4(326).
21. Hoffmans G.J. C. M. Verhij H.J. Scour manual 1997, and A. A. Balkema, Rotterdam, The Netherlands.
22. Hopfinger E.J. Kurniawan A. Graf W.H. Lemmin U. Sediment erosion by görtler vortices: The scour-hole problem. J. Fluid Mech. 2004, 520:327-342. JFLSA7, 0022-1120, 10.1017/S0022112004001636.
23. Jaeger C. Uber die aehnlichkeit bei flussaulichen modellversuchen. Wasserkraft Wasserwirtsch. 1939, 34(23/24):269.
24. Lenzi M.A. Marion A. Comiti F. Gaudio R. Local scouring in low and high gradient streams at bed sills. J. Hydr. Res. 2002, 40(6):731-738. JHYRAF, 0022-1686, 10.1080/00221680209499919.
25. Machado L.I. Discussion on 'Free jet scour below damns and flip buckets,' by P. J. Mason and K. Arumugam. J. Hydraul. Eng. 1987, 113(9):1193-1194. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1987)113:9(1193).
26. Martins R. Scouring of rocky river beds and free-jet spillways. Int. Water Power Dam Constr. 1975, 27(5):152-153. 0306-400X,.
27. Mason P.J. Arumugam K. Free jet scour below dams and flipbuckets. J. Hydraul. Eng. 1985, 111(2):220-235. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1985)111:2(220).
28. Meftah M.B. Mossa M. Scour holes downstream of bed sills in low-gradient channels. J. Hydraul. Res. 2006, 44(4):497-509. JHYRAF, 0022-1686, 10.1080/00221686.2006.9521701.
29. Mossa M. Experimental study on the scour downstream of grade-control structures. Proc., 26th Convengno di Idraulica Construzioni Idrauliche 1998, 581-594. Catanai, Italy, September, 3.
30. Qayoum A. Die gestzmäβigkeit der kolkbildung hinter unterströmten wehren unter spezieller berücksichtigung der gestaltung eines beweglichen sturzbettes. 1960, Dissertation, Technischen Hochschule Carolo-Wilhelmina, Braunschweig, Germany.
31. River spanning rock structures research. 2007, Reclamation (Bureau of Reclamation), (Oct. 10, 2008).
32. Schoklitsch A. Kolkbildung unter uberfallstrahlen. Wasserwirtschaft 1932, 343. WSWTAR.
33. Scurlock S.M. Equilibrium scour downstream of three-dimensional grade-control structures. 2009, M.Sc. thesis, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO.
34. Simons D.B. Theory and design of stable channels in alluvial material. 1957, Ph.D. thesis, Dept. of Civil Engineering, Colorado State Univ., Fort Collins, CO.
35. Veronese A. Erosioni di fondo valle di uno scarico. Ann. Lav. Pubblici 1937, 75(9):717-726.