Wave Pressure Gauge Analysis with Current
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 128, Issue 6
Abstract
Bottom-mounted pressure gauges are used to measure waves in coastal inlets, where tidal currents are significant. Theoretically, neglect of the current in analysis of pressure data can lead to order-one errors in wave height estimates. Wave height is overestimated by neglecting flood current and underestimated by neglecting ebb current. A collocated wave buoy and bottom-mounted pressure gauge were deployed at Willapa Bay, Washington, to evaluate the significance of including current in pressure data analysis. Wave heights were overestimated by up to 20% if current was neglected. Larger current-induced errors in wave height were prevented by truncation of high-frequency energy to exclude pressure system noise. Truncation of the spectra leads to overestimates of mean wave period and underestimates of wave height. Adding a theoretical tail to the spectra reduces truncation errors. If current measurements are not available for pressure gauge analysis, reasonable results can be achieved by applying a conservative high-frequency cutoff and adding a theoretical tail.
Get full access to this article
View all available purchase options and get full access to this article.
References
Bishop, C. T., and Donelan, M. A.(1987). “Measuring waves with pressure transducers.” Coastal Eng., 11(4), 309–328.
Earle, M.D., McGehee, D., and Tubman. M. (1995). “Field wave gaging program, wave data analysis standard.” Instruction Rep. CERC-95-1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
Gabriel, D. W., and Hedges, T. S.(1986). “Effects of currents on interpretation of sub-surface pressure spectra.” Coastal Eng., 10(4), 309–323.
Goda, Y. (1985). Random seas and design of maritime structures, Univ. of Tokyo Press, Tokyo.
Hashimoto, N., Thurston, S.W., and Mitsui, M. (1997). “Surface wave recovery from subsurface pressure records on the basis of weakly nonlinear directional wave theory.” Ocean wave measurement and analysis, B. L. Edge and J. M. Hemsley, eds., ASCE, Reston, Va., 869–882.
Hedges, T. S., and Lee, B. W.(1992). “The equivalent uniform current in wave-current computations.” Coastal Eng., 16(3), 301–311.
Jarrett, J. T. (1976). “Tidal prism—Inlet area relationships.” GITI Rep. 3, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
Kraus, N. C. (2000). “Study of navigation channel feasibility, Willapa Bay Washington.” Tech. Rep. ERDC/CHL-00-6, U.S. Army Engineer Research and Development Center, Vicksburg, Miss.
Lee, D.-Y., and Wang, H. (1985). “Measurement of surface waves from subsurface gage.” Coastal engineering—1984, B. L. Edge, ed., ASCE, New York, 271–286.
Miller, H. C., and Vincent, C. L.(1990). “FRF spectrum: TMA with Kitiagordskii’s scaling.” J. Waterw., Port, Coastal, Ocean Eng., 116(1), 57–78.
Nakagawa, Y., Tsuruya, H., and Hashimoto, N. (1997). “The effects of currents on estimations of directional wave spectra.” Coastal engineering 1996, B. L. Edge, ed., ASCE, New York, 30–42.
Wolf, J. (1997). “The analysis of bottom pressure and current data for waves.” Proc., 7th Int. Conf. on Electronic Engineering in Oceanography, Conf. Publication 439, Institution of Electrical Engineers, London, 165–169.
Information & Authors
Information
Published In
Copyright
Copyright © 2002 American Society of Civil Engineers.
History
Received: Mar 3, 2000
Accepted: Mar 19, 2002
Published online: Oct 15, 2002
Published in print: Nov 2002
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.