MODELING THE EFFECTS OF WAVES AND BREACH GEOMETRY ON THE HYDRODYNAMICS OF A BAR-BUILT ESTUARY ALONG CALIFORNIA’S COAST

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Authors
Cavins, Alexander W.
Subjects
Carmel
beach morphology
breach
ephemeral river
Carmel River State Beach
river discharge
closure
modeling
Delft3D
Advisors
Orescanin, Mara S.
Velasquez Montoya, Liliana, United States Naval Academy
Date of Issue
2021-12
Date
Publisher
Monterey, CA; Naval Postgraduate School
Language
Abstract
Bar-built estuaries are found all over the world as a result of ocean waves and rivers colliding and establishing a coastal barrier that can open and close intermittently. These uncertain morphological and hydrodynamic events affect littoral operations within these areas by the barrier’s constant evolving state in shape, size, depth, and hydrodynamic condition. Carmel River State Beach (CRSB) is a perched bar-built estuary that undergoes morphological transitions between breaching and closure, intermittently opening the ephemeral Carmel River to the Pacific Ocean. Perched bar-built estuaries, which continually have water levels above the ocean, have been difficult to model, and understanding the interaction of the waves within the estuary continues to be a challenge. This study sought to understand the impact of ocean waves on a bar-built estuary during a breach period. Delft3D internally coupled with SWAN was used to simulate environmental conditions at CRSB during March 2020, when observations of a breach event described the morphological state of the channel. Findings suggest that northerly swell waves strongly influence CRSB. Though periods of high tide saw tidal oscillations inside the estuary, they were negligible during low tides and periods of heavy river discharge. These findings help determine the feasibility of this modeling system to predict hydrodynamics around bar-built estuaries and can be used to assess the relative importance of waves and river discharge.
Type
Thesis
Description
Department
Oceanography (OC)
Organization
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NPS Report Number
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Funder
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Distribution Statement
Approved for public release. Distribution is unlimited.
Rights
This publication is a work of the U.S. Government as defined in Title 17, United States Code, Section 101. Copyright protection is not available for this work in the United States.
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