Evaluasi dan Monitoring Bangunan Ukur Debit pada Saluran Primer Kesilir Kecamatan Wuluhan

Authors

  • Wiwik Yunarni Widiarti JEMBER UNIVERSITY
  • Denok Nurul Intifadah Universitas Jember
  • Saifurridzal Universitas Jember

DOI:

https://doi.org/10.21776/ub.rekayasasipil.2023.017.02.9

Keywords:

kalibrasi, crumpweir, cipoletti

Abstract

The most often problem that is usually occurred in the field is damage of discharge measuring building. In Kesilir’s primary channel, they are crumpweir dan cipoletti measuring structure that have decreased in fuction. This research was conducted by analyzing the discharge obtained from field data collection, wet cross-section area (A), flow velocity (v) and peilscal height (h). Callibration analysis of discharge measuring building is carried out by differentiating between the equation resulting from the graph using power function. The research result in the measurement differences of the upstream and downstream of the channel at two locations. The callibration coefficient of the crumpweir is 0.39 and the cipolleti is 0.72 respectvely.

Author Biography

Wiwik Yunarni Widiarti, JEMBER UNIVERSITY

Engineering Faculty, Jember University

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Published

2023-05-03

How to Cite

Widiarti, W. Y., Nurul Intifadah, D., & Saifurridzal. (2023). Evaluasi dan Monitoring Bangunan Ukur Debit pada Saluran Primer Kesilir Kecamatan Wuluhan. Rekayasa Sipil, 17(2), 179–185. https://doi.org/10.21776/ub.rekayasasipil.2023.017.02.9