In the laboratory of Hydraulics and Hydraulic Construction of the Faculty of Engineering of L'Aquila, a physical model was made for the study of steady-state, gradually varied motion flow in open channel networks. For this study, a calculus algorithm has been used proposed by [1] which gives, in the case of slow water flow into gradually declined channels, in the direction of motion, the volumes and water levels respectively, in all the nodes and sides of the network.
Water surface profiles in divided channels – Verified experimentally
LEOPARDI, Maurizio;TODISCO, MARIA TERESA
2009-01-01
Abstract
In the laboratory of Hydraulics and Hydraulic Construction of the Faculty of Engineering of L'Aquila, a physical model was made for the study of steady-state, gradually varied motion flow in open channel networks. For this study, a calculus algorithm has been used proposed by [1] which gives, in the case of slow water flow into gradually declined channels, in the direction of motion, the volumes and water levels respectively, in all the nodes and sides of the network.File in questo prodotto:
Non ci sono file associati a questo prodotto.
Pubblicazioni consigliate
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
