Review of the Tegalwaru Weir Design Using the Tyrolean Weir Model and the USBR Model Energy Damper
DOI:
https://doi.org/10.32528/ias.v2i2.468Keywords:
Tegalwaru Dam, Tyrol Weir, USBR Energy ReducerAbstract
Tegalwaru Dam is a permanent weir located in Sumber Kejayan Village, Mayang District, Jember Regency which serves an irrigation area of 85 Ha. Over time, the Tegalwaru weir, which was built in the Mayang watershed, experienced some damage. Therefore, an assessment of the effectiveness of the Tegalwaru Dam was carried out by constructing a USBR energy dampening building and also planning the type of weir using the Tyrol weir. The aim of this research is to find the planned flood discharge at the Tegalwaru weir by utilizing HEC-HMS software and to be able to plan the weir building using the Tyrol weir and design an appropriate energy dampening building for the weir. From the research results, it was found that the planned flood discharge at the Tegalwaru weir was 150.7 m 3 /sec which occurred on December 24 2014. The planned weir at the Tegalwaru weir used the Tyrol weir type with a filter slope of 20˚ and a filter length of 1 meter with a wide storage channel. 1.6 meters wide and the reservoir channel is 1 meter deep. To reduce energy, use a USBR type IV energy reducer.
Downloads
References
Annisa, F. W., Samah, M., & Utama, L. (2016). Perencanaan Bendung Saringan Bawah Sungai Salido Kecil Kecamatan Iv Jurai Kabupaten Pesisir Selatan. Abstract of Undergraduate …. https://www.ejurnal.bunghatta.ac.id/index.php?journal=JFTSP&page=article&op=view&path%5B%5D=9639
Bucur, D. M., Dunca, G., Cervantes, M. J., Clinoiu, C., & Isbşoiu, E. C. (2014). Simultaneous transi-ent operation of a high head hydro power plant and a storage pumping station in the same hy-draulic scheme. In IOP Conference Series: Earth and Environmental Science (Vol. 22). https://doi.org/10.1088/1755-1315/22/4/042015
KP-02, S. perencanaan irigasi dan umum. (2013). Standard Perencanaan Irigasi. Kriteria Perencanaan Bagian Bangunan Utama (Headworks) KP-02. Puslitbang Air, 240.
KP-04, S. perencanaan irigasi dan umum. (2013). Standar Perencanaan Irigasi KP-04: Bangunan. 391.
Mangore, V. R., Wuisan, E. M., Kawet, L., & Tangkudung, H. (2013). Perencanaan Bendung Untuk Daerah Irigasi Sulu. Jurnal Sipil Statik, 1(7), 533–541.
Mawardi, E., & Memed, M. (2010). Desain Hidraulik Bendung Tetap untuk Irigasi Teknis. Alfabeta, 1–80.
Rahardjo, K., Yuwono, H. J., Surbakti, S., Harsari, I. W., Purwanto, H., Fuadi, S., Witjaksono, A., & Soewarni, I. (2006). STRATEGI PEMILIHAN PEREDAM ENERGI. Spectra, IV(8), 50–59.
Downloads
Published
How to Cite
Issue
Section
License

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.