Mathematic Modelling of Non-Equilibrium Suspended Load Transport, Reservoir Sedimentation, and Fluvial Processes-Reference-Cited by-同舟云学术

Mathematic Modelling of Non-Equilibrium Suspended Load Transport, Reservoir Sedimentation, and Fluvial Processes

Published:2014-12-06 Issue: Volume: Page:137-181
ISSN:
Container-title:Advances in Water Resources Engineering
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Author:

Han Qiwei,He Mingmin

Publisher

Springer International Publishing

Link

http://link.springer.com/content/pdf/10.1007/978-3-319-11023-3_4

Reference70 articles.

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2. United States Department of the Interior, Geological Survey. (1982). Modeling of transient stream-bed in the Rio Grande, Cochiti Dam to near Alluquerque, New Mexico, by Robort C. Mengis, Denver, Colorado.

3. Krishnappan, B. G. (1981). Users manual: Unsteady, non-uniform, mobile boundary flow Model—MOBED (CCIW (p. 107)). Burlington: Hydraulic Division, National Water Research Institute.

4. Stand, R. I., & Pemberton, E. L. (1982). Reservoir sedimentation. Denver: Technical Guideline for Bureau of Reclamation, Sedimentation and River Hydraulics Section, Hydrology Branch, Division of Planning Technical Services, Engineering and Research Center.

5. Karim, F., & Kennedy, J. F. (1983). Missouri River computer-based predictors for sediment discharges friction factors of alluvial streams. US Army Corps of Engineers Missouri River Division, MRD Sediment Series No. 19.

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