Volume 25, Issue 3 (Fall 2021)                   jwss 2021, 25(3): 209-224 | Back to browse issues page

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Meshkavati toroujeni J, dehghani A, ٍEmadi A, Masoudian M. Experimental Study of Discharge Coefficient at the Dentate Trapezoidal Labyrinth Weir. jwss 2021; 25 (3) :209-224
URL: http://jstnar.iut.ac.ir/article-1-3928-en.html
Gorgan Agricultur and natural resource university , amirahmad.dehghani@gmail.com
Abstract:   (2080 Views)
One of the crucial problems that exist in the irrigation networks is the fluctuation of the water surface flow in the main channel and changes in the flow rate of the intake structure. One of the effective methods to decrease these fluctuations is increasing the weir crest length at the given width of the channel with the use of the labyrinth weirs can be achieved for this purpose. The labyrinth weir is the same linear weir that is seen as broken in the plan view. In this study, a labyrinth weir with a length of 3.72 m, three different heights of 15, 17, and 20 cm, three different shapes of dentate (rectangular, triangular, and trapezoidal), and a linear weir were used in a recirculating flume with 15 m length and 1 m width. The result showed that for a given length and height of weir, with the increasing of the upstream water head to the weir height ratio (), the discharge coefficient decreases. The results showed that by increasing weir height, the discharge coefficient decreases for a given length of the weir. Linear weir and labyrinth weir without dentate create more water depth at the upstream by 3.3 and 1.2 fold compared with dentate labyrinth weir.
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Type of Study: Research | Subject: Ggeneral
Received: 2019/09/2 | Accepted: 2021/01/20 | Published: 2021/12/1

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