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The assessment of drainage performance in the residential area using SWMM

Sinergi · Vol. 27 No. 2 (2023) · hlm. 281–288

DOI
10.22441/sinergi.2023.2.016
ISSN
2460-1217, 1410-2331
Terbit
2023-04-27
Penerbit
Universitas Mercu Buana
Bahasa
eng

Abstrak

Flood is a general issue that can lead to the life and safety of residents. One of the problems is the lack of capacity in the drainage system in a residential area. This paper will analyze the drainage system based on the capacity in one of the residential clusters. The method for the drainage system performance in hydrology analysis was carried out with Log Person, and the return period for rainfall duration is ten years (R10) for hydraulic analysis using drainage system modeling with EPA – SWMM 5.1. The result based on hydrological is the precipitation for flood forecasting is 159.79 mm. It is found that the drainage capacity is filled in downstream of the main drain with a maximum discharge of 2.726 m3/s and secondary drains with a maximum discharge of 0.624 m3/s. Improvements were made to resolve the insufficiency of the existing channels by running two different scenarios: (1) Re-design the dimensions of the main and secondary channels, (2) Implement a detention pond, as well as re-design the dimensions of the secondary channels. Both scenarios could overcome the flood problem. Scenario 2 shows a higher reduction in the flow discharge at the downstream channel compared to scenario 1.

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  • Mercu Buana University
  • Binus University
  • Universitas Gadjah Mada
  • University of Leeds
  • Murdoch University
  • University of Malaya
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Rekan penulisOrganisasiArtikel bersama
Nizam NizamUniversitas Gadjah Mada2
Andrew John PierreBinus University2
Gede Dharma SuputraUniversitas Gadjah Mada2
M. AndaMurdoch University2
Purnomo .Afiliasi tidak diketahui1
BenazirAfiliasi tidak diketahui1
NizamUniversitas Gadjah Mada1
Muhammad Shazril Idris IbrahimUniversity of Malaya1
Agus SurosoMercu Buana University1
Alnis Gustin LaoliMercu Buana University1
Mawardi AminMercu Buana University1
Carolina Masriani SitompulMercu Buana University1

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Sumber metadata: OAI-PMH (metadata jurnal) https://publikasi.mercubuana.ac.id/index.php/sinergi/oai, pertama di-harvest 10 Nov 2026, terakhir terlihat 10 Nov 2026.
Metadata asli (oai_dc) 
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	<dc:title xml:lang="en-US">The assessment of drainage performance in the residential area using SWMM</dc:title>
	<dc:creator>Juliastuti, Yuliastuti</dc:creator>
	<dc:creator>Wihartono, Timotius Kurniawan</dc:creator>
	<dc:creator>Setyandito, Oki</dc:creator>
	<dc:creator>Wijayanti, Yureana</dc:creator>
	<dc:creator>Safitri, Lisma</dc:creator>
	<dc:creator>Sebayang, Ika Sari Damayanti</dc:creator>
	<dc:subject xml:lang="en-US">Discharge capacity</dc:subject>
	<dc:subject xml:lang="en-US">Drainage system</dc:subject>
	<dc:subject xml:lang="en-US">EPA – SWMM 5.1</dc:subject>
	<dc:subject xml:lang="en-US">Flood</dc:subject>
	<dc:description xml:lang="en-US">Flood is a general issue that can lead to the life and safety of residents. One of the problems is the lack of capacity in the drainage system in a residential area. This paper will analyze the drainage system based on the capacity in one of the residential clusters. The method for the drainage system performance in hydrology analysis was carried out with Log Person, and the return period for rainfall duration is ten years (R10) for hydraulic analysis using drainage system modeling with EPA – SWMM 5.1. The result based on hydrological is the precipitation for flood forecasting is 159.79 mm. It is found that the drainage capacity is filled in downstream of the main drain with a maximum discharge of 2.726 m3/s and secondary drains with a maximum discharge of 0.624 m3/s. Improvements were made to resolve the insufficiency of the existing channels by running two different scenarios: (1) Re-design the dimensions of the main and secondary channels, (2) Implement a detention pond, as well as re-design the dimensions of the secondary channels. Both scenarios could overcome the flood problem. Scenario 2 shows a higher reduction in the flow discharge at the downstream channel compared to scenario 1.  </dc:description>
	<dc:publisher xml:lang="en-US">Universitas Mercu Buana</dc:publisher>
	<dc:date>2023-04-27</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:type xml:lang="en-US">Peer-reviewed Article</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://publikasi.mercubuana.ac.id/index.php/sinergi/article/view/17725</dc:identifier>
	<dc:identifier>10.22441/sinergi.2023.2.016</dc:identifier>
	<dc:source xml:lang="en-US">SINERGI; Vol. 27 No. 2 (2023); 281-288</dc:source>
	<dc:source>2460-1217</dc:source>
	<dc:source>1410-2331</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://publikasi.mercubuana.ac.id/index.php/sinergi/article/view/17725/6885</dc:relation>
	<dc:relation>https://publikasi.mercubuana.ac.id/index.php/sinergi/article/view/17725/11470</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2023 SINERGI</dc:rights>
</oai_dc:dc>