Case study: Sediment transport in proposed geomorphic channel for Napa River

Citation
Vs. Neary et al., Case study: Sediment transport in proposed geomorphic channel for Napa River, J HYDR ENG, 127(11), 2001, pp. 901-910
Citations number
22
Categorie Soggetti
Civil Engineering
Journal title
JOURNAL OF HYDRAULIC ENGINEERING-ASCE
ISSN journal
07339429 → ACNP
Volume
127
Issue
11
Year of publication
2001
Pages
901 - 910
Database
ISI
SICI code
0733-9429(200111)127:11<901:CSSTIP>2.0.ZU;2-1
Abstract
A model study evaluates sediment transport in a geomorphic channel proposed for restoration and flood damage reduction of an 11-km tidally influenced reach of the Napa River located in California. The model study employs the unsteady quasi-2D hydrodynamic and sediment transport model MIKE 11, the si mplified marsh plain accretion model MARSH 98, and the Rouse equation to pr edict annual average morphological changes of the geomorphic channel. The a dopted modeling approach allows for the simulation of salient sediment tran sport processes in a river estuary, including lateral and vertical sorting of sediments, and local flushing of fine cohesive and noncohesive sediments during flooding. Accretion rates, particularly within the marsh plain terr ace of the multistage channel, are found to be within acceptable limits for project maintenance and ecosystem restoration purposes. This enhanced 1D m odeling approach may offer a viable and cost-effective alternative compared to fully 2D and 3D models, with relatively less model set-up and run-time requirements.