Analisis Hidrologi, Hidrolika untuk Penampang Persegi Panjang, Trapesium dan Segitiga Berdasarkan Pedoman Perencanaan Saluran Jalan Departemen PU (Pd.T-02-2006.B)

Authors

Muhammad Ridha Universitas Iskandar Muda
Amalia Amalia Universitas Iskandar Muda
Tety Sriana Universitas Abulyatama

DOI:

https://doi.org/10.55616/prince.v4i3.1107

Keywords:

Channel Geometry, Flow Velocity, Flow Rate, Cost Budget Plan (RAB) BOW,

Abstract

The geometric shapes of various types of drainage commonly used are: rectangular, usually used in urban areas; trapezoidal, used in agricultural areas for irrigation; and triangular. This study was conducted in Pieyeung Datu Village, Montasik Subdistrict, Aceh Besar Regency. For hydrological data (rainfall), rainfall data from Aneuk Glee Village, Aceh Besar Regency was used for station 1 and Meunasah Baro Village, Seulimeum Subdistrict, Aceh Besar for station 2. The distribution and suitability tests followed the Log Pearson Type 3 distribution. The concentration time analysis yielded a result of Tc = 14.096 minutes, and the 5-year return period discharge (Q5) using the modified rational method was 0.25 m3/second. The long channel has a channel discharge capacity of 0.276 m3/second, a flow velocity in channel 1 of 380 m/s, the trapezoidal channel has a discharge of 0.260 m³/s with a flow velocity of 1.48 m/s, and the triangular channel has a discharge of 0.293 m³/s and a flow velocity in the channel/design velocity of 1.46 m/s. For the Budget Plan (RAB), it was found that the triangular channel had the lowest cost, amounting to Rp. 221,937,500.00, followed by the trapezoidal channel at Rp. 248,235.00, and the rectangular channel with the highest cost, amounting to Rp. 295,020,000.00.

References

[1] Alfianshar, M., Fath, M. N., Azis, I., & Gaffar, F. (2023). Analisis Perencanaan Sistem Drainase Sebagai Upaya Penanggulangan Banjir Di Kecamatan Tallo Kota Makassar. Nusantara : Jurnal Ilmu Pengetahuan Sosial, 10(11), 5099–5106. https://doi.org/10.31604/jips.v10i11.2023.5099-5106

[2] Grace, A., Yudianto, D., & Fitriana, F. (2022). Optimasi Perencanaan Sistem Drainase Kawasan Industri Di Cikarang, Kabupaten Bekasi, Jawa Barat. Jurnal Teknik Hidraulik, 13(2), 103–112. https://doi.org/10.32679/jth.v13i2.712

[3] Haryanto;, P. C. (2006). Pd. T-02-2006-B Perencanaan Sistem Drainase Jalan. https://binamarga.pu.go.id/otomasi9/index.php?p=show_detail&id=23661&keywords=

[4] IRAWAN, F. (2015). Perencanaan Sistem Drainase Perumahan Talang Sari Regency Di Kota Samarinda. Kurva Mahasiswa, 4(1), 973–982.

[5] Nabila, N. T., Juwono, P. T., & Sumiadi. (2025). Perencanaan Sistem Drainase Perumahan Wisma Ababil 2 Banjarsari Kecamatan Cerme Kabupaten Gresik. Jurnal Teknologi Dan Rekayasa Sumber Daya Air, 5(1), 508–519. https://doi.org/10.21776/ub.jtresda.2025.005.01.048

[6] Nifen, S. Y., Maarifatullah, A., & Yusnita, Y. (2023). Evaluasi Sistem Saluran Drainase Kawasan Jalan Dpr, Kel. Dadok Tunggul Hitam, Kec. Koto Tangah, Kota Padang. Ensiklopedia of Journal, 5(2), 200–203. https://doi.org/10.33559/eoj.v5i2.1523

[7] Sari, H., Muttaqin, Z., & Aulia, R. (2025). Analisis Sistem Drainase Desa di Kabupaten Aceh Utara. MARAS : Jurnal Penelitian Multidisiplin, 3(3), 1181–1187. https://doi.org/10.60126/maras.v3i3.1221

[8] Silaban, E. R., & Nusa, A. B. (2023). Evaluasi Kapasitas Saluran Drainase pada Jl. Asrama Sei Kambing C-II Kota Medan. SMART: Jurnal Teknik Sipil, Manajemen Konstruksi, Dan Arsitektur, 1(1), 9–18. https://doi.org/10.24114/smart.v1i1.50235

[9] Suhudi, S., & Nggae, S. (2021). Redesain Sistem Drainase Di Kawasan Pasar Lawang Kecamatan Lawang Kabupaten Malang. Jurnal Qua Teknika, 11(2), 58–70. https://doi.org/10.35457/quateknika.v11i2.1694

[10] Sulistyani, K. F., Rahma, P. D., & Sinambela, D. (2023). Perencanaan Dimensi Saluran Drainase Jalan Simpang Seputuk KTT KALTARA Sebagai Penunjang Kegiatan Penanggulangan Banjir (STA 200 - 4 + 400). Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan Dan Infrastruktur),

6, C1.1-C1.12.

[11] Sultoni, S., Wahidin, W., Taufiq, M., Khamid, A., & Yunus, M. (2021). Perencanaan Sistem Drainase Perumahan Saphire Regency Desa Pulosari Kecamatan Brebes. Infratech Building Journal, 2(1), 1–6. https://doi.org/10.46772/ibj.v2i1.1348

[12] Syahrizal, K. N., Sari, K. E., & Dinanti, D. (2024). Hubungan Kinerja Sistem Drainase Dengan Permasalahan Pengendalian Air Limpasan Di Kelurahan Pandanwangi Kota Malang. Planning for Urban Region and Environment Journal (PURE), 13(2), 111–120.

[13] Tiawan, A. (no date) Evaluasi Sistem Drainase Pada Jalan Pasundan Kota Samarinda, Kurva Mahasiswa. Available at: http://ejurnal.untag-smd.ac.id/index.php/TEK/article/view/3139 (Accessed: 14 November 2025).

[14] Widarmano, A. W., Suhardono, A., & Harsanti, W. (2022). Perencanaan Ulang Drainase Pemukiman Di Perumahan Pondok Jati Kecamatan Buduran, Kabupaten Sidoarjo. Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK), 3(2), 172–176.

[15] Zulfa, N., Pudjowati, U. R., & Hanggara, I. (2024). Perencanaan Ulang Sistem Drainase Berwawasan Lingkungan Di Kelurahan Sumberejo Kota Batu. Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK), 5(2), 60–65. https://doi.org/10.33795/jos-mrk.v5i2.3605

Downloads

Published

11/27/2025

How to Cite

Muhammad Ridha, Amalia, A., & Sriana, T. (2025). Analisis Hidrologi, Hidrolika untuk Penampang Persegi Panjang, Trapesium dan Segitiga Berdasarkan Pedoman Perencanaan Saluran Jalan Departemen PU (Pd.T-02-2006.B). Journal of Planning and Research in Civil Engineering, 4(3), 791–805. https://doi.org/10.55616/prince.v4i3.1107