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Assessing methods for estimating roughness coefficient in a vegetated marsh area using Delft3D
Author(s) -
Khalid Al-Asadi,
Jennifer G. Duan
Publication year - 2017
Publication title -
journal of hydroinformatics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.654
H-Index - 50
eISSN - 1465-1734
pISSN - 1464-7141
DOI - 10.2166/hydro.2017.064
Subject(s) - marsh , hydrology (agriculture) , flow (mathematics) , environmental science , vegetation (pathology) , hydraulic roughness , water level , surface finish , geotechnical engineering , geology , wetland , geography , geometry , ecology , mathematics , engineering , medicine , mechanical engineering , cartography , pathology , biology
A Delft3D-FLOW model was used to simulate tidal flow in Davis pond marsh in Louisianan, USA. The study area is a freshwater marsh consisting of one main channel and floodplain. Vegetation induced flow resistance greatly influences tidal flow dynamics in the marsh. This study evaluated eight approaches to estimate vegetation roughness, including two constant Manning9s n values, four empirical relations for calculating n , and two methods for calculating Chezy9s C values originally embedded in the Delft3D model. Simulated results of water surface elevation were compared with the corresponding field observation at eleven stream gauges in the study area. We concluded that the roughness coefficient for vegetated area varies with time as flow depth changes. Among the selected empirical relations for the vegetation roughness, the ones accounting for the effect of the vegetation frontal area and the degree of submergence have closely matched the measurements.

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