Application of a Hydrodynamic Tidal Model 
to Assess the Effects of Marsh Vegetation, 
New Jersey
Project Characteristics:
    Numerical Modeling
    Wave and Current Sediment Transport
    Modeling
    Environmental Permitting
    Flood Hazard Assessment
    Restoration Hydraulic DesignValidation
Woods Hole Group, Inc. conducted a diagnostic study to evaluate offsite flooding in an idealized marsh basin by employing a state-of-the-art hydrodynamic model capable of simulating flooding and drying events due to the rise and fall of the tide.  The large idealized basin was composed of tidal creeks and marsh types, from a muddy substrate to a heavily vegetated marsh.  The results of the model were utilized to examine set-up, flooding extent, and hydroperiod.  In a shallow marsh environment, vegetation growth is a primary factor in flow resistance, and can be expressed in terms of a Manning’s n friction coefficient in the hydrodynamic model.  The impact of various vegetation scenarios (i.e., changes in vegetation type, chances in vegetative coverages, etc.) was evaluated through an assessment of fluctuations in set-up, flooding extent, and hydroperiod.
RMA-2, a two-dimensional, depth-integrated finite element model, was used to simulate and explore the hydrodynamics in this idealized creek and marsh system.  This model solves the shallow water wave equations, and yields three quantities of interest:  water level, and two horizontal velocity components.  By changing the marsh friction from one simulation to next, the impact of vegetative effects on the hydrodynamics of the system was evaluated.
The figure above illustrates the maximum flooding extent in the idealized marsh basin with Manning's n equal to 0.025 in the creek channels and ocean, and 0.075 on the marsh plain.  As high tide enters the system, the water floods into the creeks, and then onto the marsh plain.   Flooding extent is determined by a number of factors, including tidal range, marsh topography, and frictional effects.  As the tide lowers, water funnels back into the creek, and exits through the inlets.

 
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Capabilities for each client and
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Scientists and Engineers involved in solving environmental problems. 
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For more information please call or e-mail the :
Robert P. Hamilton Jr. at 508-495-6229
bhamilton@whgrp.com

 
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Marine Environmental Solutions
81 Technology Park Drive, East Falmouth, MA 02536
Tel: 508-540-8080   Fax:508-540-1001
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