Hydraulic jump length in level and sloping channels

Download
1989
Al-Hamech, İsmail

Suggestions

Hydraulic transients in closed pipi circuits
Saral, Feridun İlkay; Tokdemir, Turgut; Ger, Metin; Department of Engineering Sciences (2000)
Hydraulic characteristics of broad-crested weirs of rectangular compound cross-section
Özkandemir, Volkan; Göğüş, Mustafa; Department of Civil Engineering (1997)
Hydraulic design of tyrolean weirs in hydropower plant projects
Maraş, Cihan; Göğüş, Mustafa; Department of Civil Engineering (2014)
Intake structures are defined as structures that divert water into a channel or tunnel leading to a powerhouse. A water intake structure must be able to divert the design discharge into the conveyance system with minimum head loss and negative impact on the local environment. Design and location of intakes are dependent on geological, hydraulic, structural and economic conditions. Tyrolean type water-intake structures are commonly constructed on steeply sloped mountain rivers with reliable rock foundation t...
Hydraulic modeling of water distribution networks
Poyraz, Selçuk; Merzi, Nuri; Department of Civil Engineering (1999)
Hydraulic modeling of water distribution networks.
Yağız, Emre; Department of Civil Engineering (1998)
Citation Formats
İ. Al-Hamech, “Hydraulic jump length in level and sloping channels,” Middle East Technical University, 1989.