ANALISIS DIMENSI SALURAN DRAINASE TERHADAP DEBIT CURAH HUJAN DI KECAMATAN AMPENAN

Analysis Of Drainage Channel Dimensions On Rainfall Discharge In Ampenan District

Authors

  • Agata Malo Universitas Mahasaraswati Denpasar
  • Aminullah Aminullah Universitas 45 Mataram
  • Muhamad Yamin Universitas Qamarul Huda Badaruddin

DOI:

https://doi.org/10.59896/qalbu.v3i2.433

Keywords:

Channel dimensions, drainage, discharge, rainfall

Abstract

The purpose of this study was to analyze the drainage channel dimensions in relation to rainfall discharge in Ampenan District. The types of research that can be used in dimensional analysis of drainage channels include descriptive methods and quantitative approaches. The results show that the dimensions of the Ampenan District drainage channel, with a cross-sectional area of ​​2.99 m2 and a flow velocity of 18,609 m3/s, result in the existing or control discharge (QT) of 55,640 m3/s. Meanwhile, rainfall results in a design discharge (QT) of 1,8018 m3/s, so the control discharge is greater than the design discharge (QT < QR), indicating that the channel dimensions are still adequate and can accommodate rainfall.

References

Airindyas. (2023). Analisa Saluran Drainase di Jalan Ismail Harun.Universitas Muhammadiyah Sumatera Utara. Program Studi Teknik Sipil.

Anonim. (2011). Tata Cara Penyususnan Rencana Induk Sistem Drainase Perkotaan, Dit. PLP Ditjen Cipta Karya 2011.

Asmorowati, Rahmawati, Sarasanty, Kurniawan, Rudiyanto, Nadya, & Nugroho. (2021). Drainase Perkotaan. Tasikmalaya: Perkumpulan Rumah

Dimitri Fairizi. (2015). Analisis Dan Evaluasi Saluran Drainase Pada Kawasan Perumnas Talang. Universitas Sriwijaya Jurusan Teknik Sipil. Jurnal teknik sipil dan lingkungan Vol.3. No.1 Maret 2015.

Muhammad Ridwan (2022). Analisis Sistem Saluran Drainase Untuk Menanggulangi Banjir. Universitas Muhammadiyah Sumatera Barat. Program Studi Teknik Sipil.

Panji Tri Putra. (2020) Analisis Dimensi Saluran Drainase Akibat Genangan Air.Tugas Akhir Universitas Batanghari Jambi Fakultas Teknik.

Soewarno. (1995). Tabel Nilai Kooefisien Kemencengan Log Person Type III

Suharto, H. (2020). Analisa Kapasitas Dimensi Saluran Drainase.Jurnal Keilmuan Teknik Sipil. Vol.3. No.2 Edisi Desember 2020.

Suripin. (2003). Sistem Drainase Perkotaan yang Berkelanjutan.Yogyakarta: Andi Offest.

Suripin. (2004). Sistem Drainase Perkotaan yang Berkelanjutan.Yogyakarta: Andi Offest.

Wesli .(2008). Drainase Perkotaan Edisi Pertama Yogyakarta. Graha Ilmu

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Published

29-10-2025

How to Cite

Malo, A., Aminullah, A., & Yamin, M. (2025). ANALISIS DIMENSI SALURAN DRAINASE TERHADAP DEBIT CURAH HUJAN DI KECAMATAN AMPENAN: Analysis Of Drainage Channel Dimensions On Rainfall Discharge In Ampenan District. Al-Qalbu: Jurnal Pendidikan, Sosial Dan Sains, 3(2), 93–105. https://doi.org/10.59896/qalbu.v3i2.433