Validation of Model-Based Optimization of Reservoir Sediment Releases by Dam Removal

Author:

Dahal Sudesh1ORCID,Crosato Alessandra2ORCID,Omer Amgad Y. A.3,Lee Aaron A.4ORCID

Affiliation:

1. Research Associate, Dept. of Water Resources and Ecosystems, IHE Delft Institute for Water Education, Westvest 7, Delft 2611 AX, Netherlands (corresponding author). ORCID: .

2. Associate Professor of River Morphology and River Engineering, Dept. of Water Resources and Ecosystems, IHE Delft Institute for Water Education, Westvest 7, Delft 2611 AX, Netherlands. ORCID:

3. Advisor and Researcher, Rivers-Reservoirs Dynamics and Morphology, Deltares, Boussinesqweg 1, Delft 2629 HV, Netherlands.

4. Staff Engineer, Natural Systems Design, 127 E 1st. St., Port Angeles, WA 98362. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering

Reference77 articles.

1. Sediment and nutrient dynamics following a low-head dam removal at Murphy Creek, California

2. Alliau D. C. Peteuil and N. Huybrechts. 2016. “Using an eco-friendly flushing event to calibrate 3D sediment transport model through a reservoir: The case study of Champagneux run-of-river dam on the Rhöne River France.” In Proc. 23rd TELEMAC-MASCARET User Conf. 2016 49–53. Karlsruhe Germany: HENRY Hydraulic Engineering Repository.

3. Reservoir sedimentation management: A sustainable development challenge;Annandale G. W.;Popular Publ.,2018

4. Ashida K. and M. Michiue. 1972. “Study on hydraulic resistance and bedload transport rate in alluvial streams.” In Vol. 1972 of Proc. Japan Society of Civil Engineers. Tokyo: Japan Society of Civil Engineers.

5. An approach to the sediment transport problem from general physics

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