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contributor authorJ. Puertas
contributor authorL. Pena
contributor authorT. Teijeiro
date accessioned2017-05-08T20:44:39Z
date available2017-05-08T20:44:39Z
date copyrightJanuary 2004
date issued2004
identifier other%28asce%290733-9429%282004%29130%3A1%2810%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25617
description abstractThe performance of two particular designs of vertical slot fishways for two different slopes was studied in a wide range of discharges. Water depths were measured in almost the whole surface of pools. A linear relation between dimensionless discharge and depth of flow, and the same flow patterns for each design were found. With an acoustic Doppler velocimeter, three-dimensional velocities were measured at several levels in the entire pool to detect the structure of the flow and quantify velocity distribution. Two different regions in flow patterns were found: a direct flow region characterized by maximum velocities; and a recirculation region, defined by low velocities and horizontal eddies. For a given slope, the velocity at any point of the pool (particularly at the slot) may be considered independent of the discharge and constant with the depth. Some suggestions on kinetic turbulent energy are also made.
publisherAmerican Society of Civil Engineers
titleExperimental Approach to the Hydraulics of Vertical Slot Fishways
typeJournal Paper
journal volume130
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2004)130:1(10)
treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 001
contenttypeFulltext


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