TECHNICAL PAPERS
Feb 1, 2001

Wave Energy and Direction Observed near a Pier

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 127, Issue 1

Abstract

Alongshore gradients in wave energy and propagation direction were observed near a pier that extends 500 m from the Duck, N.C., shoreline to about 6-m water depth. When incident waves approached the beach obliquely, wave energy observed near the shoreline 200 m downwave of the pier was as much as 50% lower than observed 400 m downwave, and waves close to the pier were more normally incident than those farther downwave. Alongshore gradients were much smaller 400 m offshore of the shoreline, upwave of the pier, and with nearly normally incident waves, confirming that the gradients are associated with wave propagation under the pier. A spectral refraction model for waves propagating over the measured bathymetry, which includes a depression under the pier, accurately predicts the observations 400 m downwave of the pier, but overpredicts energy near the pier. Refraction model predictions that include partial absorption of wave energy by the pier pilings reproduce the observed alongshore gradients, suggesting that piling-induced dissipation may be important.

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References

1.
Ball, D. J., Stansby, P. K., and Alliston, N. ( 1996). “Modelling shallow water flow around pile groups.” Proc., Instn. Civ. Engrs. Water, Marit., & Energy, 118, 226–236.
2.
Dalrymple, R. A., and Fowler, J. E. (1982). “Bragg scattering by pile-supported structures.”J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 108(3), 426–429.
3.
Dalrymple, R. A., Kirby, J. T., and Hwang, P. A. (1984). “Wave diffraction due to areas of energy dissipation.”J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 110(1), 67–79.
4.
Dalrymple, R. A., Seo, S., and Martin, P. ( 1988). “Water wave scattering by rows of circular cylinders.” Proc., 21st Int. Conf. Coast. Engrg., ASCE, New York, 2216–2228.
5.
Hayashi, T., and Kano, T. ( 1966). “Hydraulic research on the closely spaced pile breakwater.” Proc., 10th Int. Conf. Coast. Engrg., ASCE, New York, 873–884.
6.
Herbich, J. B., and Douglas, B. ( 1988). “Wave transmission through a double-row pile breakwater.” Proc., 21st Int. Conf. Coast. Engrg., ASCE, New York, 2229–2241.
7.
Kirby, J., and Dalrymple, R. ( 1983). “Propagation of obliquely incident water waves over a trench.” J. Fluid Mech., 133, 47–63.
8.
Kriebel, D. ( 1992). “Vertical wave barriers: wave transmission and wave forces.” Proc., 23rd Int. Conf. Coast. Engrg., ASCE, New York, 1313–1326.
9.
Kuik, A. J., van Vledder, G. P., and Holthuijsen, L. H. ( 1988). “A method for routine analysis of pitch-and-roll buoy data.” J. Phys. Oceanography, 18, 1020–1034.
10.
Lee, G., and Birkemeier, W. A. ( 1993). “Beach and nearshore survey data: 1985–1991 CERC Field Research Facility.” Tech. Rep. CERC-93-3, U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, Miss.
11.
Le Méhauté, B., and Wang, J. D. (1982). “Wave spectrum changes on sloped beach.”J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 108(1), 33–47.
12.
Longuet-Higgins, M. S. ( 1957). “On the transformation of a continuous spectrum by refraction.” Proc., Camb. Phil. Soc., Cambridge, U.K., 53, 226–229.
13.
McDougal, W. G., Williams, A. N., and Furukawa, K. (1996). “Multiple-pit breakwaters.”J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 122(1), 27–33.
14.
O'Reilly, W. C., and Guza, R. T. (1991). “Comparison of spectral refraction and refraction-diffraction wave models.”J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 117(3), 199–215.
15.
Pawka, S. S., Inman, D. L., and Guza, R. T. ( 1983). “Radiation stress estimators.” J. Phys. Oceanography, 13, 1698–1708.
16.
Pierson, W., Tuttle, J., and Wooley, J. ( 1953). “The theory of the refraction of a short-crested Gaussian sea surface with application to the northern New Jersey coast.” Proc., 3rd Int. Conf. Coast. Engrg., ASCE, New York, 86–108.
17.
Truitt, C. L., and Herbich, J. B. ( 1986). “Transmission of random waves through pile breakwaters.” Proc., 20th Int. Conf. Coast. Engrg., ASCE, New York, 2303–2313.
18.
Williams, A. N. (1990). “Diffraction of long waves by rectangular pit.”J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 116(4), 459– 469.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 127Issue 1February 2001
Pages: 2 - 6

History

Received: Oct 25, 1999
Published online: Feb 1, 2001
Published in print: Feb 2001

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Authors

Affiliations

Sr. Sci., Appl. Oc. Phys. and Engrg., MS#11, Woods Hole Oceanographic Instn., Woods Hole, MA 02543.
Prof., Ctr. for Coast. Studies, Scripps Instn. of Oceanography, La Jolla, CA 92093.
Sr. Devel. Engr., Ctr. for Coast. Studies, Scripps Instn. of Oceanography, La Jolla, CA.
Asst. Sci., Appl. Oc. Phys. and Engrg., MS#12, Woods Hole Oceanographic Instn., Woods Hole, MA.
Assoc. Prof., Dept. of Oceanography, Naval Postgraduate School, Monterey, CA 93943.

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