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Abstract
The capacity of PK piano weir is 4-5 times higher than conventional weir. This paper describes some hydraulic tests on the low-height P.K. weirs Type A, in order to show that it is possible to build in a drainage canal such a weir, which also improves safety and takes less labor to operate the system. The results of the performed tests can be used in practice as a design hydraulic feature for this weir type (the length of weir, the length of jump). In some cases, an adaptation of these tests could be required.
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Article Details
Issue: Vol 12 No 18 (2009)
Page No.: 18-24
Published: Dec 15, 2009
Section: Article
DOI: https://doi.org/10.32508/stdj.v12i18.2378
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Copyright: The Authors. This is an open access article distributed under the terms of the Creative Commons Attribution License CC-BY 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
How to Cite
Truong, H., & Tran, T. (2009). THE CAPACITY OF THE LOW-HEIGHT PIANO KEY WEIR TYPE A IN DRAINAGE CANAL. Science and Technology Development Journal, 12(18), 18-24. https://doi.org/https://doi.org/10.32508/stdj.v12i18.2378
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