Critical hydraulic gradient of non-cohesive suspended sediment laden flow through pervious rockfill dam
Clogging of pore spaces of pervious rockfill detention dam during passage of suspended sediment laden flow through it, is one of the important issues which has been studied by some of researchers. Further study is still needed to achieve generable results to the real field condition. In this researc...
मुख्य लेखकों: | Nazemi, Allahyar, Lee, Teang Shui, Davoudi, M. H., Ghazali, Abdul Halim, Ahmad, Desa |
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स्वरूप: | लेख |
भाषा: | English |
प्रकाशित: |
American-Eurasian Network for Scientific Information
2011
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ऑनलाइन पहुंच: | http://psasir.upm.edu.my/id/eprint/23152/1/Critical%20hydraulic%20gradient%20of%20non-cohesive%20suspended%20sediment%20laden%20flow%20through%20pervious%20rockfill%20dam.pdf |
समान संसाधन
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Friction Coefficient (F)-Reynolds Number (Re) Relationship in non-cohesive suspended sediment laden flow through pervious rockfill dam.
द्वारा: Lee, Teang Shui, और अन्य
प्रकाशित: (2011) -
Flow hydraulics and sediment transport in pervious rockfill detention dams
द्वारा: Nazemi, Allahiar
प्रकाशित: (2011) -
Review of artificial neural network model for suspended sediment estimation
द्वारा: Rezapour, Omolbani Mohamad, और अन्य
प्रकाशित: (2010) -
Concrete face rockfill dams /
द्वारा: Cruz, Paulo T., और अन्य
प्रकाशित: (c200) -
Rockfill in hydraulic engineering /
द्वारा: Stephenson, David A., 1936-
प्रकाशित: (1979)