Dampak Kolam Retensi Seri Terhadap Puncak Banjir Daerah Aliran Batang Kuranji

Authors

  • Februarman Februarman Universitas Andalas
  • Darwizal Daoed Universitas Andalas
  • Aldino Syahputra PT. Tatamulia Nusantara Indah

DOI:

https://doi.org/10.25077/jbkd.2.2.113-123.2024

Keywords:

Retention Pond-Series, Gunung-Nago watershed, Kuranji River

Abstract

Flooding is a natural phenomenon in the form of water inundating land and can cause harm to humans. Floods can be caused by high rainfall, limited riverbed capacity, and topography and drainage conditions. One of the rivers that causes flooding in the city of Padang is the Batang Kuranji (Kuranji River), especially in the downstream part. Therefore, an environmentally friendly flood control system is needed that can reduce flood peaks downstream, namely by creating several retention ponds. This research was conducted to examine the effect of serial retention ponds on reducing flood peaks in the middle section of Batang Kuranji. Retention ponds are placed on the left and right sides of the river on the section from the Gunung-Nago weir to the Kuranji Bridge on the Padang-Bypass road. The estimated flood discharge in the Gunung-Nago Sub-watershed is 547 m3/s for a 10-year return period with a watershed area of ​​124 km2. The series retention pond simulation appears to be very effective in reducing peak flood discharge by 52% with a pond area of ​​0.8 million m3. Even though the return period is 100 years, the effectiveness percentage is 34%. Suggestions to stakeholders so that the pond can function properly require regular maintenance and dredging,

Downloads

Download data is not yet available.

References

Acheampong, J. N., Gyamfi, C., & Arthur, E. (2023). Impacts of retention basins on downstream flood peak attenuation in the Odaw river basin, Ghana. Journal of Hydrology: Regional Studies, 47, 101364. https://doi.org/10.1016/j.ejrh.2023.101364

Eldi, E. (2020). Analisis Penyebab Banjir di DKI Jakarta. Jurnal Inovasi Penelitian, 1(6), 1057-1064.

Daoed, D., Zarinda, S. W., & Irawan, B. B. (2023). The effect of channel geometry and check dam location on sediment transport discharge in the Kuranji River. In E3S Web of Conferences (Vol. 464, p. 01003). EDP Sciences. https://doi.org/10.1051/e3sconf/202346401003

Hidayatullah, S., Daoed, D., Nurhamidah, N., & Nifen, S. Y. (2023). Analisis Kerentanan dan Rawan Banjir DAS Batang Kuranji Kota Padang. CIVED, 10(1), 110-117. doi.org/10.24036/cived.v10i1.122344

Junaidi, J., Daoed, D. ., & Syandriaji, D. (2023). Study on The Causes of Flooding in Batang Mahat, Lima Puluh Kota Regency, West Sumatera. Journal of Applied Agricultural Science and Technology, 7(2), 142-159. https://doi.org/10.55043/jaast.v7i2.161

Ligal, S. (2008). Pendekatan Pencegahan dan Penanggulangan Banjir. Jurnal. Dinamika Teknik Sipil, 8(2), 2

MARMDNDM, 2016, The Project for the Planning of the Nadi River Flood Control Structures, Vol II (Main report) Part II (Feasibility study), Miniatry of Agriculture, Rural and Maritime Development and National Disaster Management, Republic of Fiji, 65p

Putera, R., Junaidi, J., & Junaidi, A. (2019). Analysis of land cover changing and vegetation index at Kuranji Watershed in Padang, West Sumatera, Indonesia. Journal of Geoscience, Engineering, Environment, and Technology, 4(4), 286-290. doi:10.25299/jgeet.2019.4.4.4101

Suripin. 2002. Pelestarian Sumber Daya Air Dan Tanah. Yogyakarta: Andi

Suripin (2003). Sistem Drainase Perkotaan Yang Berkelanjutan, Andi Offset Yagyakarta

Triatmodjo, B. (2009). Hidrogeologi Terapan. Beta Ofsett, Yogyakarta.

Widi, H. (2019). Perencanaan Kolam Retensi Sebagai Upaya Mitigasi Banjir Daerah Aliran Sungai Di Daerah Hilir Batang Kuranji. Tugas Akhir S1 Teknik Sipil, Universitas Andalas). http://scholar.unand.ac.id/id/eprint/51502

 Dampak Kolam Retensi Seri

Published

30-06-2024

How to Cite

Februarman, F., Daoed, D., & Syahputra, A. (2024). Dampak Kolam Retensi Seri Terhadap Puncak Banjir Daerah Aliran Batang Kuranji . Jurnal Bangunan, Konstruksi & Desain, 2(2), 113–123. https://doi.org/10.25077/jbkd.2.2.113-123.2024

Issue

Section

Articles