Studi Kinerja Inlet Persegi Panjang sebagai Drainase Jalan

Authors

  • Burhan Barid Universitas Muhammadiyah Yogyakarta
  • Gea Iman Setiawan Universitas Muhammadiyah Yogyakarta
  • Nursetiawan Nursetiawan Universitas Muhammadiyah Yogyakarta

DOI:

https://doi.org/10.18196/bce.v2i1.13737

Keywords:

street inlet, genangan, limpasan, intensitas hujan

Abstract

High rainfall condition, especially in tropical countries, often cause flooding or inundation on road section, especially urban road. Puddles that do not enter or are hampered can cause damage to the road. This can be overcome by the inlet design of the road drainage channel that is suitable for the conditions in the field. By paying attention to the distance between inlets, dimensions, and inlet types adjusted to the rainwater discharge and the width of the existing road. Street Inlet is a hole on the sides of the road that serves to accommodate and distribute rainwater runoff along the road leading into the drainage channel.The research was carried out on a prototype that describes the condition of the highway with street inlet modifications such as conditions in the field. The method of analyzing surface runoff in the use of rational methods, inlet dimension analysis is used in the applicable hydraulic rules. The input data used are rainfall data, type of road, type of inlet street, rain runoff or inundation, drainage channel conditions, linear regression. This study discusses the performance of the road inlet to reduce inundation due to rain runoff (with a model of a rectangular inlet on the shoulder of the road). In the research carried out the type of inlet that will be used is the gutter inlet which has a horizontal opening.

 

 

References

Hardiyanto., Isnanto, R. R. dan Windasari, I. P., 2016, Pembuatan Aplikasi Augmented Reality Siklus Hidrologi sebagai Media Pembelajaran Berbasis Android, Jurnal Teknologi dan Sistem Komputer, Vol. 4 No. 1, 159-166.

Harsanto, P., Kironoto, B. A. dan Triadmodjo, B., 2008, Analisis Limpasan Langsung dengan Model Distribusi dan Komposit, Forum Teknik Sipil, Vol. 18 No. 1, 293-701.

Khakimurrahman, R., 2016, Pemodelan Hujan Sekala Laboratorium Menggunakan Alat Simulator Hujan Untuk Menentukan Intensitas Hujan, Tugas Akhir, Universitas Muhammadiyah Yogyakarta.

Mahardika, A. R., Yulianto, F. A., Supirin. dan Budieny, H., 2013, Perencanaan Drainase Yang Berwawasan Lingkungan pada Jalan Semarang dan Solo, Jurnal Karya Teknik Sipil, Vol. 2 No. 4, 1-15.

Oktarina, R. N., 2015, Analisis Hidrograf Limpasan Akibat Varlasi Intensitas Hujan dan Kemiringan Lahan (Kajian Laboratorium dengan Simulator Hujan) Jurnal Teknik Sipil dan Lingkungan,Vol. 3 No. 1, 718-725.

Sedyowati, L., Suhartanto, E., 2015, Kajian Pengaruh Sistem Drainase dan Ruang Terbuka Hijau Eksisting pada Kawasan Ruas Jalan Utama Kota Malang (Suatu Upaya Pengendalian Genangan di Daerah Perkotaan), Media Teknik Sipil, Vol. 3 No. 1, 56- 63.

Soemarto., 1995, Hidrologi Teknik, Erlangga, Jakarta.

Suharyanto, A., 2013, Desain Street Inlet Berdasarkan Geometri Jalan, Jurnal Rekayasa Sipil, Vol. 7 No. 3, 239-247.

Syapawi., 2013, Studi Permasalahan Drainase Jalan (Saluran Samping) di Lokasi Jalan Demang Lebar dan Sepanjang 3900 m (Lingkaran SMA Negri 10 Simpang Polda), Jurnal Teknik Sipil, Vol. 9 No. 2, 143-148.

Triadmodjo, B., 2008, Hidrologi Terapan, Betta offset, Yogyakarta.

Yansyah, R. A., Kusumastuti, D. I. dan Tugiono, S., 2015, Analisa Hidrologi dan Hidrolika Saluran Drainase Box Culvert di Jalan Antasari Lampung Menggunkan Program HEC-RAS, Jurnal Rekayasa Sipil dan Desain, Vol. 3 No. 1, 1-12.

Yananto, A., Sibrani. dan Mariana, R., 2016, Anlisis Kejadian El Nino dan Pengaruhnya Terhadap Intensitas Curah Hujan, Jurnal Sains dan Teknologi Modifikasi Cuaca Vol. 17 No. 2, 67-74.

Yulius, E., 2014, Analisa Curah Hujan dalam Membuat Kurva Intensity Durations Frequency (IDF) pada DAS Bekasi, Jurnal Bentang, Vol. 2 No. 1, 1-8.

Downloads

Published

2022-02-15

Issue

Vol. 2 No. 1 (2022): Februari

Section

Articles

License

Copyright

The Authors submitting a manuscript do so on the understanding that if accepted for publication, copyright of the article shall be assigned to Bulletin of Civil Engineering (BCE). Copyright encompasses rights to reproduce and deliver the article in all form and media, including reprints, photographs, microfilms, and any other similar reproductions, as well as translations.

Authors should sign Copyright Transfer Agreement when they have approved the final proofs sent by the journal prior the publication. BCE strives to ensure that no errors occur in the articles that have been published, both data errors and statements in the article.

BCE keep the rights to articles that have been published and hold the copyright limited solely for the publication. Authors are permitted to disseminate published article by sharing the link of BCE website. Authors are allowed to use their works for any purposes deemed necessary without written permission from BCE with an acknowledgement of initial publication in this journal.

License

All articles published in BCE are licensed under a Creative Commons Attribution-ShareAlike 4.0 International (CC BY-SA) license. You are free to:

  • Share — copy and redistribute the material in any medium or format
  • Adapt — remix, transform, and build upon the material for any purpose, even commercially.

The licensor cannot revoke these freedoms as long as you follow the license terms. Under the following terms:

  • Attribution — You must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.
  • ShareAlike — If you remix, transform, or build upon the material, you must distribute your contributions under the same license as the original.
  • No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.