Dam-break solutions for a partial breach
Four different numerical models are developed to simulate the flow resulting from a breached dam. The models are a level-reservoir-approximation model, an explicit method-of-characteristics model, an implicit method-of-characteristics model and a linearized implicit finite-difference model. The firs...
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| Language: | en |
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University of Canterbury. Civil Engineering
2012
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| Online Access: | http://hdl.handle.net/10092/7199 |