TECHNICAL NOTES
Nov 1, 1990

Determining Nome and Complementary Nome in First‐Order Cnoidal Theory

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 116, Issue 6

Abstract

Evaluation of the complete elliptic integrals and Jacobian elliptic functions can be made using power series in terms of the modulus, k, of the elliptic integrals, or in terms of the name, q, or complementary nome, q′, of the Theta functions. For the ranges of these parameters encountered in cnoidal wave theory, computations are much more efficient using q or f′. An approximate, explicit expression for q in first-order cnoidal wave theory is derived. Based on accuracy and computational efficiency, the expression is recommended for applications where the Ursell parameter is less than approximately 55. Isobe's approximate, explicit expression for q′ is recommended for applications where the Ursell parameter is greater than approximately 55. One or the other of these expressions is accurate over the entire range of Ursell parameter for which cnoidal wave theory is applicable. The explicit expressions for q and q′ are particularly useful for desktop calculations and for computationally intensive applications such as numerical models of the refraction and shoaling of cnoidal waves.

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References

1.
Dean, R. G. (1974). “Evaluation and development of water wave theories for engineering application.” Special Report No. 1, Vol. I, U.S. Army Corps of Engrs., Coastal Engrg. Res. Ctr., Fort Belvoir, Va.
2.
Fenton, J. D. (1979). “A higher‐order cnoidal wave theory.” J. Fluid Mech., 94(1), 129–161.
3.
Hardy, T. A., and Kraus, N. C. (1987). “A numerical model for shoaling and refraction of second‐order cnoidal waves over an irregular bottom.” Miscellaneous Paper CERC‐87‐9, U.S. Army Engr. Waterways Experiment Station, Vicksburg, Miss.
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Headland, J. R., and Chu, H. (1985). “A model for the refraction of linear and cnoidal waves.” Proc. 19th Coastal Engrg. Conf., ASCE, 1118–1131.
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Isobe, M. (1985). “Calculation and application of first‐order cnoidal wave theory.” Coastal Eng., 9(4), 309–325.
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Laitone, E. V. (1963). “Higher approximation to nonlinear water waves and the limiting heights of cnoidal, solitary and Stokes waves.” TM‐133, U.S. Army Corps of Engrs., Beach Erosion Board, Washington, D.C.
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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 116Issue 6November 1990
Pages: 766 - 770

History

Published online: Nov 1, 1990
Published in print: Nov 1990

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Authors

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Peter L. Crawford, Associate Member, ASCE
Civ. Engr., U.S. Army Engr. District, 1776 Niagara St., Buffalo, NY, 14207

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