Determination of Velocity in Estuary for Bridge Scour Computations
Publication: Journal of Hydraulic Engineering
Volume 124, Issue 6
Abstract
Determination of the appropriate design for protection against bridge pier scour depends significantly upon the design velocities at the project site. In estuaries with large influences by tides or storm surges, the velocity is controlled by the dynamic change in water level. These changes at the ocean boundary together with the upland runoff drive the hydrodynamics of the system. Because the ocean water surface is a function of the characteristics of storm surges, the velocity is likewise similarly affected. Thus, in order to determine the velocity at the proposed project site, a simulation of the hydrodynamics is required using the ocean storm surge as the driving boundary condition. A problem arises, however, in defining an appropriate method to correctly describe the ocean boundary. This paper describes three methods for determining the boundary condition based upon historical and stochastic representations of tropical storms (hurricanes) at the ocean boundary of a particular estuary. Each of the three methods is applied to the Indian River estuary in Delaware. For a simple and conservative approach, the single design hydrograph method yields good results for the Indian River example.
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References
1.
Butler, H. L., and Lillycrop, W. J.(1993). “Indian River inlet: Is there a solution?”Hydr. Engrg. 93, Proc., 1993 Conf., ASCE, Reston, Va., 2, 1218–1223.
2.
Cialone, M., Butler, H. L., and Amein, M. (1993). “DYNLET1 application to Federal Highway Administration projects.”Tech. Rep. CERC-93-xx, U.S. Army Corps of Engrs. Wtrwy. Experiment Station, Vicksburg, Miss.
3.
Grace, P. J. (1994). “Application of an empirical simulation technique to Lake Okeechobee storm surges,” Masters of Engrg. Proj., Texas A&M Univ., College Station, Tex.
4.
Harris, D. L. (1959). “An interim hurricane storm surge forecasting guide.”Nat. Hurricane Res. Proj. Rep. No. 32, Weather Bureau, U.S. Dept. of Commerce, Washington, D.C.
5.
“Hurricane climatology for the Atlantic and Gulf Coasts of the United States.” (1987). NOAA Tech. Rep. NWS-38, Nat. Weather Service, Washington, D.C.
6.
Scheffner, N. W., Borgman, L. E., and Mark, D. J. (1993). “Applications of large domain hydrodynamic models to generate frequency-of-occurrence relationships.”Proc., Estuary and Coastline Modeling Conf., ASCE, Reston, Va.
7.
Scheffner, N. W., Mark, D. J., Blain, C. A., Westerink, J. J., and Luettich Jr., R. A. (1994). “A tropical storm database for the East and Gulf of Mexico Coasts of the United States.” U.S. Army Corps of Engrs. Coast. Engrg. Res. Ctr., Vicksburg, Miss.
8.
Thomas, W. A., and McAnally Jr., W. H. (1990). User's manual for the generalized computer program system: Open-channel flow and sedimentation, TABS-2. U.S. Army Engrs. Wtrwy. Experiment Station, Vicksburg, Miss.
9.
Westerink, J. J., Luettich Jr., R. A., Baptista, A. M., Scheffner, N. W., and Farrar, P.(1992). “Tide and storm surge predictions using finite element model.”J. Hydr. Engrg., ASCE, 118(10), 1373–1390.
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Copyright © 1998 American Society of Civil Engineers.
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Published online: Jun 1, 1998
Published in print: Jun 1998
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