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Professional paper

https://doi.org/10.14256/JCE.1606.2016

Laboratory studies into hydraulic coefficient in curved planform labyrinth weir and piano key weir

Behzad Zeraat
Mohammad Heidarnejad
Alireza Masjedi
Amir Abbas Kamanbedast
Houshang Hasoonizadeh


Full text: croatian pdf 503 Kb

page 409-416

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Full text: english pdf 332 Kb

page 409-416

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Abstract

In this paper, the discharge coefficient of piano key weirs is compared with that of curved planform labyrinth weirs. Results show that the discharge coefficient of piano key weirs is by 17.1% higher compared to that of curved planform labyrinth weirs. The difference in discharge coefficient of these two weirs reduces with an increase in hydraulic load and attainment of submerged discharge, when both weirs exhibit similar results.

Keywords

labyrinth weir; curved planform weir; piano key weir; discharge coefficient

Hrčak ID:

220964

URI

https://hrcak.srce.hr/220964

Publication date:

10.6.2019.

Article data in other languages: croatian

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