Reported here are some results obtained, from a calculus algorithm application that, based on known equation analytical solutions of water flow profiles, allows the study of steady-state, gradually varied flow in open channel networks. The procedure allows to calculate, in the case of slow water flow into gradually downward slope channels, in the direction of motion, the florates and water levels respectively, in all the nodes and sides of the network. The results have been compared with the solutions proposed by other authors.
GRADUALLY-VARIED FLOWS IN OPEN-CHANNEL NETWORKS
TODISCO, MARIA TERESA
2009-01-01
Abstract
Reported here are some results obtained, from a calculus algorithm application that, based on known equation analytical solutions of water flow profiles, allows the study of steady-state, gradually varied flow in open channel networks. The procedure allows to calculate, in the case of slow water flow into gradually downward slope channels, in the direction of motion, the florates and water levels respectively, in all the nodes and sides of the network. The results have been compared with the solutions proposed by other authors.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.
