Chapter
Apr 26, 2012
Modeling River Restoration Impact on Flow and Sediment in a California Watershed
Authors: L. Liang [email protected], M. L. Kavvas [email protected], Z. Q. Chen [email protected], M. Anderson [email protected], N. Ohara [email protected], J. Wilcox [email protected], and L. Mink [email protected]Author Affiliations
Publication: World Environmental and Water Resources Congress 2007: Restoring Our Natural Habitat
Abstract
A channel restoration utilized the pond and plug technique along several river reaches in the Last Chance Creek sub-watershed in Feather River Basin, California, during 2002–2004, in order to rehabilitate the floodplain functions such as mitigating floods, retaining groundwater and removing excessive levels of sediment, and to significantly alter the hydrologic regime. This paper describes an integrated approach to modeling flow and sediment transport in the connected stream-aquifer system to quantify the influence of the river restoration activities. Flow in the stream network is modeled as an unsteady, spatially varying flow with consideration of the flood spreading on floodplain, while sediment transport modeling is based on a one-dimensional advection-dispersion equation with consideration of the erosion and deposition processes. The interaction between surface water and groundwater is accommodated by the leakage and recharge terms and is implemented in the model using an iterative procedure to ensure mass conservation across the interface between the two systems. A comparison of the pre-restoration and post-restoration scenarios for the river network in the Last Chance Creek watershed will show the influence of the restoration efforts. The quantification of the restoration impact on flow and sediment will contribute to greater efficiency and a better prediction of the opportunities for restoration and development of riverine wetlands.
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© 2007 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Hydrologic Research Laboratory, Department of Civil and Environmental Engineering, University of California, Davis, CA 95616. E-mail: [email protected]
Hydrologic Research Laboratory, Department of Civil and Environmental Engineering, University of California, Davis, CA 95616. E-mail: [email protected]
Hydrologic Research Laboratory, Department of Civil and Environmental Engineering, University of California, Davis, CA 95616. E-mail: [email protected]
Division of Flood Management, California Department of Water Resources, 3310 EI Camino Ave Rm 200, Sacramento, CA 95821. E-mail: [email protected]
Hydrologic Research Laboratory, Department of Civil and Environmental Engineering, University of California, Davis, CA 95616. E-mail: [email protected]
Feather River Coordinated Resource Management (CRM) group, 550 Crescent St., P.O. Box3880, Quincy, CA95971. E-mail: [email protected]
Feather River Coordinated Resource Management (CRM) group, 550 Crescent St., P.O. Box3880, Quincy, CA95971. E-mail: [email protected]
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