One Dimensional Hydraulic Flow Routing Incorporating a Variable Grain Roughness Coefficient

Author:

Niazkar MajidORCID,Talebbeydokhti Nasser,Afzali Seied Hosein

Publisher

Springer Science and Business Media LLC

Subject

Water Science and Technology,Civil and Structural Engineering

Reference45 articles.

1. Amein M, Chu HL (1975) Implict numerical modeling of unsteady flows. J Hydraul Div, 101(ASCE# 11378 Proceeding)

2. Arneson L, Zevenbergen L, Lagasse P, Clopper P (2012) Evaluating scour at bridges. Tech. rep

3. Barati R (2011) Parameter estimation of nonlinear muskingum models using nelder-mead simplex algorithm. J Hydrol Eng 16(11):946–954

4. Berenbrock C, Tranmer AW (2008) Simulation of flow, sediment transport, and sediment mobility of the lower. Coeur d’Alene River, Idaho vol 5093. US Geological Survey Reston, VA

5. Brunner GW (2002) HEC-RAS river analysis system: User’s manual US Army Corps of Engineers. Institute for Water Resources, Hydrologic

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