A study of scour below Ruskin Dam spillway using a non-cohesive bed hydraulic model
Hydraulic models, using either cohesive or non-cohesive beds, have traditionally been employed to gauge scour below a spillway. Empirical equations, based on world-wide prototype and model experience, have been developed for estimating scour depth depth. In this study both the hydraulic modelling...
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| Language: | English |
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2009
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| Online Access: | http://hdl.handle.net/2429/7672 |