How to Optimally Represent Riverbed Geometry with a Simplified Cross-Section Shape in Shallow Water Models
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-1600-7_14
Reference7 articles.
1. Oubanas H, Gejadze I, Malaterre P-O, Mercier F (2018) River discharge estimation from synthetic swot-type observations using variational data assimilation and the full Saint-Venant hydraulic model. J Hydrol 559:638–647
2. Guinot V (2017) A critical assessment of flux and source term closures in shallow water models with porosity for urban flood simulations. Adv Water Resour 109:133–157
3. Guinot V, Delenne C, Rousseau A, Boutron O (2018) Flux closures and source term models for shallow water models with depth-dependent integral porosity. Adv Water Resour 109:133–157
4. Delenne C, Finaud-Guyot P, Guinot V, Cappelaere B (2011) Sensitivity of the 1D shallow water equations with source terms: solution method for discontinuous flows. Int J Numer Meth Fluids 67:981–1003
5. US Army Corps of Engineers, Hydrologic Engineering Center (2006) HEC-RAS, river analysis system user’s manual
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