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contributor authorJoseph L. DiLorenzo
contributor authorPoshu Huang
contributor authorTavit O. Najarian
date accessioned2019-09-18T10:38:29Z
date available2019-09-18T10:38:29Z
date issued2019
identifier other%28ASCE%29WW.1943-5460.0000524.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259703
description abstractThe generation of shallow water tides (overtides) may influence shoaling processes in shallow embayments and harbors. A simplified, conceptual model is developed to simulate the generation of overtides and tidal asymmetries in small inlet/bay systems. The model’s formulation assumes a weakly nonlinear, pumping-mode response and includes effects of four generating mechanisms: quadratic bottom friction (QB), elevation-effect of friction (EEF), nonlinear continuity (NC), and advective acceleration (AA). QB generates primarily odd harmonics, including a second overtide component (M6) that reduces/distorts peak flood/ebb currents symmetrically. The first overtide component (M4) is generated primarily by NC, EEF, and AA. NC, AA, and QB mechanisms are associated with flood-dominant distortion patterns, whereas the EEF mechanism is associated with a shift toward ebb dominance in the special case in which NC contributions are reduced (e.g., large basin tidal flats) and AA is small. Solutions for the M4 tide indicate phase-locking, and distortion patterns consistent with previous studies. A maximum flood-dominant response can occur when the ocean forcing frequency is half the Helmholtz frequency, which is a condition that may cause flood shoals to develop.
publisherAmerican Society of Civil Engineers
titleOvertide Generation in Small Inlet-Bay Systems
typeJournal Paper
journal volume145
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)WW.1943-5460.0000524
page04019020
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 005
contenttypeFulltext


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