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Extra info for ACES - AUTOMATED COASTAL ENGINEERING SYSTEM - TECHNICAL REFERENCE

Example text

1971 (reprinted). “Manual of Harmonic Analysis and Prediction and Geodetic Survey Special Publication No. 98, Revised (1940) Edition, Printing Office, Washington, DC. Constituent Report of Tides,” Coast US Government 1-4-3 ACES Technical Wave Theory Reference LINEAR WAVE THEORY TABLE OF CONTENTS Description ....................................................................................................................... Introduction .......................................................................................................................

Care should be taken to examine the amplitudes of the individual constituents in order to select those having the most significant influence on the amplitude and phase of the tide. fn= node factor of constituent H,= amplitude an= speed of constituent t= (V, 1-4-2 time reckoned = n n n from some initial epoch value of local equilibrium initial epoch (t = O) +u)n= Kn of constituent used for argument of constituent value of local phase lag or epoch of constituent Constituent n at the n Tide Record Generation Wave Prediction ACES Technical Reference In Equation 2, all quantities except h and t may be considered constant for a particular time period and location.

1993-2004. of Breaking Wave Characteristics,” Proceedings of the 12th Collins, J. I. 1970. “Probabilities ~9&n~~onal Conference on Coastal Engineering, American Society of Civil Engineers, pp. Dattatri, J. 1973. “Waves off Mangalore Port, Coastal, and Ocean Engineering No. 1, pp. 39-58. Beta-Ray leigh Distribution Harbor - West Coast of India,” Journal of the Waterway, Division, American Society of Civil Engineers, Vol. 99, 1-2-9 ACES Technical Earle, M. D. Research, Reference Wave Prediction 1975.

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ACES - AUTOMATED COASTAL ENGINEERING SYSTEM - TECHNICAL REFERENCE by David A. Leenknecht, Andre Szuwalski and Ann R. Sherlock


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