Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/13202
Title: System simulation of tidal hydrodynamic phenomena in Galveston Bay, Texas
Authors: Port of Houston Authority.
United States. Army. Corps of Engineers. Galveston District.
Hsieh, Bernard B. (Bernard Bor-Nian), 1949-
Keywords: Fourier Transform
Frequency domain analysis
Galveston Bay estuary
Estuaries
Nonlinear system simulation
Tides
Hydrodynamics
Estuary systems
Issue Date: Feb-1996
Publisher: Hydraulics Laboratory (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: Technical report (U.S. Army Engineer Waterways Experiment Station) ; HL-96-1.
Description: Technical Report
Abstract: An alternative method, capable of analyzing changes at individual points in an estuary system, as opposed to the global solutions generated by the numerical model, was developed. A system response approach using input/output relationships via nonlinear frequency domain analysis of Fourier Transform from a numerical model to describe the dynamic behavior of tidal hydrodynamic phenomena was used to play this role. Under this design, the system response functions from a verified numerical model for a particular location can be used to simulate the resulting output function, such as change in salinity, when input forcing functions, such as tidal variation and freshwater inflow change. This approach was applied to address the salinity response due to freshwater inflow changes for 16 selected locations in Galveston Bay, TX. The system model base was constructed by selecting node points from 3-D numerical hydrodynamic model results. The annual numerical simulation of both base geometry (12-m-deep channel) and project conditions (13.7-m-deep channel) for 1990 medium-flow conditions was used to construct the system response function. Three major tributaries (Trinity River, San Jacinto River, and Buffalo bayou) were considered as primary freshwater inflow sources for conducting these simulations. NOTE: This file is large. Allow your browser several minutes to download the file.
URI: http://hdl.handle.net/11681/13202
Appears in Collections:Technical Report

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