Spur Failure in River Engineering

Journal of Hydraulic Engineering

Volumn 134, Issue 2, 2008, Pages 135-145

  Gisonni, Corrado ^a   Hager, Willi H ^b  

^a SECOND UNIVERSITY OF NAPLES   (Italy)

^b ETH ZURICH   (Switzerland)

Author keywords

Bank stabilization; Failures; Groins, structures; Hydraulics; River; Scour

Indexed keywords

BANKS (BODIES OF WATER); FAILURE (MECHANICAL); GEOMETRY; HYDRAULICS; RIVERS; BANK PROTECTION; EROSION; STABILIZATION;

BANK STABILIZATION; CONDITION; ENGINEERING ELEMENTS; ENVIRONMENTAL CONDITIONS; GRANULOMETRICS; GROIN, STRUCTURE; GROYNES; RIVER BANK; RIVER ENGINEERING; STRAIGHT RIVERS;

SCOUR; RIVERS;

BANK STABILIZATION; RIVER ENGINEERING; SPUR FLOW;

BANK PROTECTION; EROSION; FAILURE (MECHANICAL); HYDRAULICS; RIVERS; STABILIZATION;

BANK EROSION; FAILURE ANALYSIS; FAILURE MECHANISM; GROIN; RIPRAP; RIVER BANK; RIVER ENGINEERING; RIVER FLOW;

EID: 38349122139     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2008)134:2(135)     Document Type: Article

References (11)

1. Gisonni, C., Hager, W. H., and, Unger, J. (2005). " Spurs in river engineering-A preliminary review." 31st IAHR Congress, Seoul, Korea, 1894-1901.
2. Gisonni, C., and, Vacca, A. (2005). " Discussion of 'Influence of turbulence on bed load sediment transport' by B. M. Sumer, L. H. C. Chua, N. S. Cheng, and J. Fredsøe." J. Hydraul. Eng. JHEND8 0733-9429, 131 (1), 72-73. 10.1061/(ASCE)0733-9429(2005)131:1(72)
3. Hager, W. H., and, Oliveto, G. (2002). " Shields' entrainment criterion in bridge hydraulics." J. Hydraul. Eng. JHEND8 0733-9429, 128 (5), 538-542. 10.1061/(ASCE)0733-9429(2002)128:5(538)
4. Hager, W. H., Unger, J., and, Oliveto, G. (2002). " Entrainment criterion for bridge piers and abutments." River flow, Louvain-la-Neuve, Belgium, 2, 1053-1058.
5. Julien, P. Y. (2002), River mechanics, Cambridge University Press, Cambridge, U.K.
6. Lagasse, P. F., Schall, J. D., Johnson, F. M., Richardson, E. V., and, Chang, F. (1995). " Stream stability at highway structures." Hydraulic Engineering Circular HEC-20, Rep. No. FHWA-IP-90-014, Federal Highway Administration, U.S. Department of Transportation, Washington, D.C.
7. Melville, B. W., and, Coleman, S. E. (2000), Bridge scour, Water Resources, Highlands Ranch, Colo.
8. Oliveto, G., and, Hager, W. H. (2002). " Temporal evolution of clear-water pier and abutment scour." J. Hydraul. Eng. JHEND8 0733-9429, 128 (9), 811-820. 10.1061/(ASCE)0733-9429(2002)128:9(811)
9. Oliveto, G., and, Hager, W. H. (2005). " Further results to time-dependent local scour at bridge elements." J. Hydraul. Eng. JHEND8 0733-9429, 131 (2), 97-105. 10.1061/(ASCE)0733-9429(2005)131:2(97)
10. Richardson, E. V., Stevens, M. A., and, Simons, D. B. (1975). " The design of spurs for river training." 16 IAHR Congress, San Paolo, Brazil, Vol. B (47), 382-388.
11. Unger, J., and, Hager, W. H. (2006). " Riprap failure at circular bridge piers." J. Hydraul. Eng. JHEND8 0733-9429, 132 (4), 354-362. 10.1061/(ASCE)0733-9429(2006)132:4(354)