TECHNICAL PAPERS
Mar 1, 1988

Sand‐Bypassing Simulation Using Synthetic Longshore Transport Data

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 114, Issue 2

Abstract

Longshore‐sand transport rates in the vicinity of Indian River Inlet, Delaware are calculated from the Corps of Engineers' Wave Information Study (WIS) wave hindcast data. The longshore transport rate data are divided into two populations, northward and southward transport, and each described statistically with a log‐normal probability distribution. Monthly values for the mean and variance of each of the two log‐normal distributions are then established and a scheme to synthetically generate daily longshore transport rates is developed using the probability distributions and information on how frequently transport was either northward or southward. The synthetic data are used to simulate the operation of a sand bypassing system proposed for Indian River Inlet. Various pumping rates and operating constraints are investigated. For example, the total volume of sand that could be bypassed when system operation was limited to weekdays and the system was shut down during January and February, and again in July and August, has been determined. The effect of varying the system's storage capacity (the potential quantity of sand within reach of the system's intake) is also studied.

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References

1.
Atlantic Coast of Delaware: general design memorandum and environmental assessment. (1984). U.S. Army Corps of Engineers, Philadelphia District, Philadelphia, Pa., Nov.
2.
Chow, V. T. (1954). “The log‐probability law and its engineering applications.” Proc., ASCE, 80(536).
3.
Shore protection manual. (1984). U.S. Army Corps of Engineers/Coastal Engineering Research Center, Vicksburg, Miss.
4.
Jensen, R. E. (1983). “Atlantic Coast hindcast, shallow water, significant wave information.” WIS Report 9, U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, Miss., Jan.
5.
Weggel, J. R., and Douglass, S. L. (1986). “Synthetic generation of longshore sand transport data and simulation of sand bypassing at Indian River Inlet, Delaware.” Report 86‐1, Hydraulics and Hydrology Laboratory, Department of Civil Engineering, Drexel University, Philadelphia, Pa., May.
6.
Weggel, J. R., and Perlin, M. (1988). “Statistical description of longshore transport environment.” J. Wtrway., Port, Coast., and Oc., Engrg., ASCE, 114(2), 125–145.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 114Issue 2March 1988
Pages: 146 - 160

History

Published online: Mar 1, 1988
Published in print: Mar 1988

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Authors

Affiliations

J. Richard Weggel, Fellow, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Drexel Univ., Philadelphia, PA 19104
Scott L. Douglass, Associate Member, ASCE
Grad. Res. Assist., Dept. of Civ. Engrg., Drexel Univ., Philadelphia, PA 19104
John E. Tunnell, Associate Member, ASCE
Chf., Project Planning Section, U.S. Army Corps of Engineers, Philadelphia District, Philadelphia, PA 19106

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