Experimental and numerical investigations conducted on a side-channel spillway tested two weir crest shapes separately, as well as the effects of storage capacity and of water inflow over the upstream end of the trough. The experimental results have been used to verify the reliability of a one-dimensional numerical model.
Modelling Side-Channel Spillways / Guercio, Roberto; Magini, Roberto. - In: INTERNATIONAL JOURNAL ON HYDROPOWER & DAMS. - ISSN 1352-2523. - STAMPA. - 5, ISSUE 4:(1998), pp. 60-63.
Modelling Side-Channel Spillways
GUERCIO, Roberto;MAGINI, Roberto
1998
Abstract
Experimental and numerical investigations conducted on a side-channel spillway tested two weir crest shapes separately, as well as the effects of storage capacity and of water inflow over the upstream end of the trough. The experimental results have been used to verify the reliability of a one-dimensional numerical model.File allegati a questo prodotto
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