The standard two-dimensional shallow water equation formulation assumes a mild bed slope and no curvature effect. These assumptions limit the applicability of these equations for some important classes of problems. In particular, flow over a spillway is affected by the bed curvature via a decidedly
β¦ LIBER β¦
Analysis of pipe flow with free surface. Part II. Theoretical analysis and experiment
β Scribed by Amane Tanaka; Ryuji Takaki
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 775 KB
- Volume
- 13
- Category
- Article
- ISSN
- 0169-5983
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