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contributor authorMin‐Chih Huang
contributor authorJia‐Yuan Chen
date accessioned2017-05-08T21:09:38Z
date available2017-05-08T21:09:38Z
date copyrightJanuary 1993
date issued1993
identifier other%28asce%290733-950x%281993%29119%3A1%28106%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40974
description abstractNumerical stream function wave theory with inclusion of inequality profile constraints is presented in this paper. This theory is applicable to waves in shallow to intermediate to deep waters with a coflowing Eulerian current or Stokes mass flux. Numerical algorithm is modified and expanded from previous code with two equality profile constraints, while the changes are kept to a minimum; i.e., the system unknowns are still solved in a least‐squares approximation to a transformed penalty function. This modified numerical stream function wave theory avoids the invalid triple‐crested wave predictions in shallow waters, while its solution characteristics in intermediate to deep waters remain the same as the previous least‐squares algorithms.
publisherAmerican Society of Civil Engineers
titleStream Function Wave Theory with Profile Constraints
typeJournal Paper
journal volume119
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1993)119:1(106)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 001
contenttypeFulltext


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