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contributor authorTefaruk Haktanir
contributor authorHatice Ozmen
date accessioned2017-05-08T20:42:45Z
date available2017-05-08T20:42:45Z
date copyrightFebruary 1997
date issued1997
identifier other%28asce%290733-9429%281997%29123%3A2%28153%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24401
description abstractOutflow hydrographs for three dams with long lakes in narrow valleys were computed by both hydrologic routing (level-pool routing) and hydraulic routing. They were compared with three inflow hydrographs of different peaks with three unregulated ogee spillways of different capacities. In all these cases, the difference between outflow hydrographs was greatest at the peak value, growing larger as the spillway capacity became smaller, relative to the magnitude of the inflow hydrograph. The peak outflow by hydraulic routing was smaller than that by hydrologic routing for all the routing combinations, the difference varying between 2 and 11%.
publisherAmerican Society of Civil Engineers
titleComparison of Hydraulic and Hydrologic Routing on Three Long Reservoirs
typeJournal Paper
journal volume123
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1997)123:2(153)
treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 002
contenttypeFulltext


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