An optimization model for the development and response of alluvial river channels
In this thesis an optimization model has been developed to calculate the equilibrium geometry of alluvial gravel-bed rivers for a given set of independent variables. The independent variables are the discharges, both the magnitude and duration which are represented by a flow-duration curve; the mean...
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| Language: | English |
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2009
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| Online Access: | http://hdl.handle.net/2429/7052 |