A water quality management model for the lakes bay estuarine embayment 2: Hydrodynamic tidal model

Seok S. Park; Christopher G. Uchrin; Kenneth F. Najjar

doi:10.1080/10934529509376247

A water quality management model for the lakes bay estuarine embayment 2: Hydrodynamic tidal model

Seok S. Park, Christopher G. Uchrin, Kenneth F. Najjar

Department of Environmental Science & Engineering

Research output: Contribution to journal › Article › peer-review

3 Scopus citations

Abstract

A time variable tidal flow model was developed to be used interactively with a two-dimensional, finite segment, water quality model. The continuity equation and the equation of motion were used as coupled model equations and formulated in a finite segment format. Numerical solutions were obtained using a two - step explicit method where velocities, tidal heights, and segment volume were adjusted at half-time intervals. The model calibration/verification was based on recorded tidal elevation data. The model predictions are in close agreement with the measured data.

Original language	English
Pages (from-to)	1025-1038
Number of pages	14
Journal	journal of environmental science and health. part a: environmental science and engineering and toxicology
Volume	30
Issue number	5
DOIs	https://doi.org/10.1080/10934529509376247
State	Published - 1995

Bibliographical note

Funding Information:
The research on which this paper is based was funded in part by the New Jersey Department of Environmental Protection, Division of Coastal Resources and the New ersey Agricultural Experiment Station, Publication No. D-07525-2-95.

Keywords

Approach
Embayment System
Finite Segment
Tidal Flow Movement
Time Variable Model

Access to Document

10.1080/10934529509376247

Cite this

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title = "A water quality management model for the lakes bay estuarine embayment 2: Hydrodynamic tidal model",

abstract = "A time variable tidal flow model was developed to be used interactively with a two-dimensional, finite segment, water quality model. The continuity equation and the equation of motion were used as coupled model equations and formulated in a finite segment format. Numerical solutions were obtained using a two - step explicit method where velocities, tidal heights, and segment volume were adjusted at half-time intervals. The model calibration/verification was based on recorded tidal elevation data. The model predictions are in close agreement with the measured data.",

keywords = "Approach, Embayment System, Finite Segment, Tidal Flow Movement, Time Variable Model",

author = "Park, {Seok S.} and Uchrin, {Christopher G.} and Najjar, {Kenneth F.}",

note = "Funding Information: The research on which this paper is based was funded in part by the New Jersey Department of Environmental Protection, Division of Coastal Resources and the New ersey Agricultural Experiment Station, Publication No. D-07525-2-95.",

year = "1995",

doi = "10.1080/10934529509376247",

language = "English",

volume = "30",

pages = "1025--1038",

journal = "journal of environmental science and health. part a: environmental science and engineering and toxicology",

issn = "1077-1204",

publisher = "Marcel Dekker Inc.",

number = "5",

}

A water quality management model for the lakes bay estuarine embayment 2: Hydrodynamic tidal model. / Park, Seok S.; Uchrin, Christopher G.; Najjar, Kenneth F.
In: journal of environmental science and health. part a: environmental science and engineering and toxicology, Vol. 30, No. 5, 1995, p. 1025-1038.

Research output: Contribution to journal › Article › peer-review

TY - JOUR

T1 - A water quality management model for the lakes bay estuarine embayment 2

T2 - Hydrodynamic tidal model

AU - Park, Seok S.

AU - Uchrin, Christopher G.

AU - Najjar, Kenneth F.

N1 - Funding Information: The research on which this paper is based was funded in part by the New Jersey Department of Environmental Protection, Division of Coastal Resources and the New ersey Agricultural Experiment Station, Publication No. D-07525-2-95.

PY - 1995

Y1 - 1995

N2 - A time variable tidal flow model was developed to be used interactively with a two-dimensional, finite segment, water quality model. The continuity equation and the equation of motion were used as coupled model equations and formulated in a finite segment format. Numerical solutions were obtained using a two - step explicit method where velocities, tidal heights, and segment volume were adjusted at half-time intervals. The model calibration/verification was based on recorded tidal elevation data. The model predictions are in close agreement with the measured data.

AB - A time variable tidal flow model was developed to be used interactively with a two-dimensional, finite segment, water quality model. The continuity equation and the equation of motion were used as coupled model equations and formulated in a finite segment format. Numerical solutions were obtained using a two - step explicit method where velocities, tidal heights, and segment volume were adjusted at half-time intervals. The model calibration/verification was based on recorded tidal elevation data. The model predictions are in close agreement with the measured data.

KW - Approach

KW - Embayment System

KW - Finite Segment

KW - Tidal Flow Movement

KW - Time Variable Model

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JO - journal of environmental science and health. part a: environmental science and engineering and toxicology

JF - journal of environmental science and health. part a: environmental science and engineering and toxicology

IS - 5

ER -

A water quality management model for the lakes bay estuarine embayment 2: Hydrodynamic tidal model

Abstract

Bibliographical note

Keywords

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