Analysis of Environmental Drainage Capacity in Pasar Melintang Village, Lubuk Pakam District, Deli Serdang Regency

Yogi Pratama; Yudha Hanova

doi:10.30736/cvl.v11i2.1719

Authors

Yogi Pratama Universitas Harapan Medan
Yudha Hanova Universitas Harapan Medan

DOI:

https://doi.org/10.30736/cvl.v11i2.1719

Keywords:

drainage capacity, design flood discharge, Rational Method, Manning, GPM

Abstract

Waterlogging caused by increased surface runoff is a major challenge for drainage infrastructure in semi-urban areas. This study aims to analyze design flood discharge, evaluate the hydraulic capacity of existing drainage channels, and formulate management recommendations in Pasar Melintang Village, Lubuk Pakam Subdistrict, Deli Serdang Regency. A descriptive-quantitative methodology was applied by integrating primary measurement data of notched trapezoidal channels with secondary rainfall data from Global Precipitation Measurement (GPM) satellite (2015–2024). Frequency analysis using the Log Pearson Type III distribution yielded a design rainfall of R₂₄ = 73.279 mm/day (T = 2 years), rainfall intensity of I = 181.083 mm/hour (Mononobe method), and design flood discharge of Q = 0.224 m³/second (Rational method, C_W = 0.464, A = 0.96 ha). Evaluation using Manning’s Equation indicates an existing channel capacity of Q_S = 0.219 m³/second. The capacity deviation of 2.23% is well below the 5% technical tolerance threshold, confirming that the channel's geometric design is adequate. The capacity deficit stems from physical obstructions (15 cm sedimentation, wild vegetation, and household waste) rather than geometric design errors. A structured periodic maintenance program is recommended to restore full hydraulic capacity.

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References

[1] S. Maisarah, I. M. Kamiana, and A. R. Jaya, “Kapasitas Drainase dan Kualitas Air Drainase pada Perumahan Bamaraya dalam Perspektif Teknis dan Persepsi Masyarakat,” Publikasi Riset Orientasi Teknik Sipil (Proteksi), vol. 5, no. 2, pp. 84–91, Dec. 2023, doi: 10.26740/proteksi.v5n2.p84-91.

[2] M. M. Napitupulu et al., “Evaluation of Drainage Channel Capacity on Rela–Sutomo Road, Medan City, Indonesia,” Journal of Infrastructure and Civil Engineering, vol. 6, no. 2, pp. 88–107, Jul. 2026, doi: 10.35583/jice.v6i2.192.

[3] I. Arianti, M. Rafani, Wattini, N. Fitriani, Nizar, and B. Vatria, “Development of an Adaptive Drainage System for Flood Mitigation Using GIS,” European Journal of Applied Science, Engineering and Technology, vol. 2, no. 6, pp. 81–89, Nov. 2024, doi: 10.59324/ejaset.2024.2(6).07.

[4] R. J. Larosa and A. B. Nusa, “Evaluasi Saluran Drainase Pada Jalan Mekatani Merendal Pasar Vii Kecamatan Patumbak Kabupaten Deli Serdang Provinsi Sumatera Utara,” Jtsip, vol. 2, no. 2, p. 2023, [Online]. Available: https://jurnal.uisu.ac.id/index.php/JTSIP

[5] Anwar Khairul, “Jurnal Mesil (Mesin Elektro Sipil) Kajian Sistem Jaringan Drainase Guna Menanggulangi Genangan Air,” vol. 3, no. 1, pp. 7–12, 2022.

[6] S. Siswanto et al., “Satellite-based meteorological drought indicator to support food security in Java Island,” PLoS One, vol. 17, no. 6 June, Jun. 2022, doi: 10.1371/journal.pone.0260982.

[7] D. T. Bolvin et al., “NASA Global Precipitation Measurement (GPM) Integrated Multi-satellitE Retrievals for GPM (IMERG) Prepared for: Global Precipitation Measurement (GPM) National Aeronautics and Space Administration (NASA),” 2019. [Online]. Available: https://pmm.nasa.gov/sites/default/files/imce/times_allsat.jpg

[8] Y. Hanova, K. I. Sari, and P. Regina, “Using GPM and BMKG Satellite Rain Data for Compiling Intensity-Duration-Frequency (IDF) Curves in the Residential Area of Medan Marelan District,” Jurnal Teknik Sipil dan Lingkungan, vol. 10, no. 1, pp. 45–54, Apr. 2025, doi: 10.29244/jsil.10.1.45-54.

[9] R. Riduan and D. A. S. D. Kurniawan, “Perencanaan sistem drainase berwawasan lingkungan di Kecamatan Liang Anggang, Kota Banjarbaru,” Region : Jurnal Pembangunan Wilayah dan Perencanaan Partisipatif, vol. 21, no. 1, p. 103, Jan. 2026, doi: 10.20961/region.v21i1.97657.

[10] K. Nazri and Y. Hanova, “Evaluasi Kondisi Jaringan Irigasi Saluran Irigasi Primer Pada Daerah Irigasi Kerasaan Kabupaten Simalungun Wilayah Kerja Balai Wilayah Sungai Sumatera Ii,” JTSIP, vol. 1, no. 2, [Online]. Available: https://jurnal.uisu.ac.id/index.php/JTSIP

[11] H. S. R. A. S. and J. P. A.ROSHAN, “Climate change impacts on intensity duration curves of precipitation in Iran,” 2019.

[12] X. Liu, Z. Yong, L. Liu, T. Chen, L. Zhou, and J. Li, “Improving Hydrological Simulation Accuracy through a Three-Step Bias Correction Method for Satellite Precipitation Products with Limited Gauge Data,” Water (Switzerland), vol. 15, no. 20, Oct. 2023, doi: 10.3390/w15203615.

[13] G. Aronica and M. Cannarozzo, “Studying the hydrological response of urban catchments using a semi-distributed linear non-linear model.” [Online]. Available: www.elsevier.com/locate/jhydrol

[14] I. K. P. Angin, D. Febriawan, Rendy, and J. D. P. Angin, “Performance Evaluation of Urban Drainage Systems Under Sedimentation and Solid Waste Influence,” Indonesian Journal of Environment and Sustainability Issues, vol. 3, no. 1, pp. 20–36, Apr. 2026, doi: 10.70211/ijesi.v3i1.406.

[15] A. Zymvragakis, G. Javiris, V. Kouskouna, and N. Voulgaris, “Probabilistic Seismic Hazard Assessment for Boeotia (Central Greece) Utilizing a Complex Logic Tree Approach”, doi: 10.1007/s00024.

[16] C. N. X. Quang, N. N. H. Giang, H. V. Hoa, and P. Q. Hung, “Effects of sediment deposit on the hydraulic performance of the urban stormwater drainage system,” in IOP Conference Series: Earth and Environmental Science, IOP Publishing Ltd, Jan. 2022. doi: 10.1088/1755-1315/964/1/012020.

[17] W. Prayogo et al., “Evaluation of an Urban Drainage System in a Big City,” Jurnal Teknik Pertanian Lampung (Journal of Agricultural Engineering), vol. 12, no. 4, p. 1036, Dec. 2023, doi: 10.23960/jtep-l.v12i4.1036-1052.

[18] Josep Adiyono Kardipo, Abdi Sugiarto, and Cut Nuraini, “Integrating Watershed Land Use Change Management with Slum Rehabilitation Efforts to Enhance Resilience in Flood-Prone Areas,” International Journal of Mechanical, Electrical and Civil Engineering, vol. 2, no. 3, pp. 143–153, Jul. 2025, doi: 10.61132/ijmecie.v2i3.322.

[19] T. Ferijal, S. Mechram, A. Fauzi, and T. Ferdiansyah, “Performance Analysis of Satellite-Derived Precipitation Data in Aceh, Indonesia,” International Journal of Geoinformatics, vol. 21, no. 7, pp. 1–15, Jul. 2025, doi: 10.52939/ijg.v21i7.4311.

[20] A. Mahmood, J. C. Han, M. W. Ijaz, A. A. Siyal, M. Ahmad, and M. Yousaf, “Impact of Sediment Deposition on Flood Carrying Capacity of an Alluvial Channel: A Case Study of the Lower Indus Basin,” Water (Switzerland), vol. 14, no. 20, Oct. 2022, doi: 10.3390/w14203321.

[21] A. P. Hapsari, A. Natalin, M. P. Aulia, and R. Amin, “Evaluation of Flow Characteristics and Sedimentation in Urban Drainage Post Rehabilitation, Malang City,” vol. 06, no. 01, pp. 83–100, 2026, doi: 10.17509/jptb.v6i1.

[22] M. Supratman, M. S. B. Kusuma, A. A. Kuntoro, M. Cahyono, D. Septiadi, and H. Kardhana, “Flood risk reduction based on The Green Infrastructure implementation plan in South Central Business of Jakarta,” Nature-Based Solutions, vol. 9, Jun. 2026, doi: 10.1016/j.nbsj.2026.100340.