Kajian Evaluasi Genangan Menggunakan Metode SWMM (Storm Water Management Model) di Daerah Jalan Soekarno Hatta (RS UB Hingga Patung Pesawat), Kota  Malang

Fajri, Novansyah; Andawayanti, Ussy; Lufira, Rahmah Dara

doi:10.21776/ub.jtresda.2022.002.02.22

Cited by 3 publications

(4 citation statements)

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“…Debit puncak yang disebabkan oleh hujan lebat sering diperkirakan dengan menggunakan pendekatan rasional. Diperlukan untuk membandingkan hasil yang diperoleh dengan menggunakan teknik rasional dan aplikasi EPA SWMM 5.1 untuk menentukan layak atau tidaknya penelitian ini [11]. Nilai tertinggi dari hasil komputasi kedua teknik tersebut selanjutnya dapat dimanfaatkan [11].…”

Section: Analisa Intensitas Curah Hujanunclassified

“…Diperlukan untuk membandingkan hasil yang diperoleh dengan menggunakan teknik rasional dan aplikasi EPA SWMM 5.1 untuk menentukan layak atau tidaknya penelitian ini [11]. Nilai tertinggi dari hasil komputasi kedua teknik tersebut selanjutnya dapat dimanfaatkan [11]. Jika debit reservoir sesuai dengan kapasitas yang ditentukan untuk setiap saluran dari pengukuran lapangan, perencanaan baru akan diperlukan.…”

Section: Analisa Intensitas Curah Hujanunclassified

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Studi Evaluasi Saluran Drainase Terhadap Genangan Banjir di Kelurahan Blimbing Menggunakan Model EPA SWMM 5.1

Pramesti,

Runi Asmaranto,

Jadfan Sidqi Fidari

2023

jtresda

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Akibat perubahan penggunaan lahan dan dimensi saluran, Desa Blimbing, Kecamatan Blimbing, dan Kota Malang menjadi sebagian tempat sering terjadi banjir. Contoh solusi dari permasalahan tersebut adalah dengan melakukan desain ulang pada saluran drainase. Penting bagi studi menggunakan program Storm Water Management Model (SWMM) 5.1 mengkaji Intensitas Hujan Rencana selama ulang 5 tahun dan 10 tahun. Hasil dari analisa menggunakan aplikasi SWMM 5.1 pada Kelurahan Blimbing, terdapat 170 saluran drainase dimana 10 diantaranya tidak dapat menampung debit intensitas curah hujan pada kala ulang 5 tahun sebesar 112,48 mm/hari yaitu saluran C99, C103, C106, C110, C111, C112, C76, C146, C151, dan C158. Kemudian, untuk debit intensitas curah hujan kala ulang 10 tahun sebesar 117,09 mm/hari, diperoleh 11 saluran yang meluap yaitu saluran C94, C99, C103, C106, C110, C111, C112, C76, C146, C151, dan C158. Sehingga untuk saluran yang meluap tersebut, perlu dilakukannya evaluasi pelebaran dimensi yang disesuaikan dengan kondisi pada lokasi studi.

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Section: Analisa Intensitas Curah Hujanunclassified

Studi Evaluasi Saluran Drainase Terhadap Genangan Banjir di Kelurahan Blimbing Menggunakan Model EPA SWMM 5.1

Pramesti,

Runi Asmaranto,

Jadfan Sidqi Fidari

2023

jtresda

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“…As well as to find and determine the right drainage system. Other studies have analyzed similar problems using SWMM and Rational Method [4], [5], [6], [7], [8], [9], [10], [11], [12], [13].…”

Section: Introductionmentioning

confidence: 99%

Planning For Kucica Residential Drainage System in South Tangerang City Using SWMM Modelling

Cahyono,

Wjaya,

Juliastuti

2024

IOP Conf. Ser.: Earth Environ. Sci.

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Planning an efficient drainage facility in residential areas is necessary to drain run-off water on the surface. To minimize the potential for inundation that can cause flooding. This research aims to design an efficient drainage system in one of the residential areas in BSD and to analyze the ability of drainage channels using the EPA SWMM 5.1 application for a 10-year return period. The results of this study for secondary channels with a maximum discharge plan of 0.101 m3/s can use a U-Ditch with dimensions of 30 cm × 40 cm, while primary channels with a maximum discharge plan of 0.288 m3/s can use a U-Ditch with dimensions of 40 cm × 60 cm. In this analysis only taking into account rainwater run-off from household sewage is not taken into account. In the main channel, using retention pond only can reduce around 12% of maximum discharge, so the alternative of flood prevention for this residential area can be implemented by using bio pore holes, which reduce 27.85% of maximum discharge. From these analyses, it can be concluded that the drainage system design can already accommodate the flood discharge, and adding retention pond does not affect decreasing flood discharge on the main channel too much.

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“…(Fransiska et al, 2020), used the EPA SWMM (Environmental Protection Agency Storm Water Management Model) program in his research in the Jati Area, Padang City, so the researchers intended to use the same modeling to carry out the analysis. This study was conducted to evaluate the capacity of existing drainage channels to determine alternative solutions to deal with flooding in the area and overcome the problems that occur (Fajri et al, 2022). The pump is the most important flood control facility in the urban drainage system whose function is to drain rainwater, which means that the pump is an efficient alternative for controlling floods or inundation.…”

Section: Introductionmentioning

confidence: 99%

Analysis of flood control in Lambidaro sub-watershed using EPA SWMM

Miranda¹,

Gunawan²,

Juliana³

2023

ijle

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In the Lambidaro sub-watershed, precisely on Jalan Colonel Sulaiman Amin, the problem of flooding continues, especially when it rains. The occurrence of flooding around the canal along the Colonel Sulaiman Amin road drainage is caused by several factors, one of which is the capacity of the reservoir which is not able to control the flood discharge optimally so that water cannot overflow into the canal. and eventually caused flooding in the surrounding area. This study aims to determine whether the drainage capacity is still able to drain surface runoff water or not and determine alternative flood control solutions for Colonel Sulaiman Amin Street. The method used is the EPA Model SWMM (Environmental Protection Agency Storm Water Management Model). From this study, the simulation results obtained from EPA SWMM showed alternative solutions offered such as the use of flood pumps, retention ponds, and optimization of drainage, the most effective solution of the six flood mitigation experiments was channel optimization in the form of changing the shape and size of the channel 7 to a square channel with a width of 1 .5 meters. This alternative is 5.26% more effective with an effective percentage of 85.538% and can drain 36.36% more water flow than drainage with a widening of 1.1 meters.

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Kajian Evaluasi Genangan Menggunakan Metode SWMM (Storm Water Management Model) di Daerah Jalan Soekarno Hatta (RS UB Hingga Patung Pesawat), Kota Malang

Cited by 3 publications

References 0 publications

Studi Evaluasi Saluran Drainase Terhadap Genangan Banjir di Kelurahan Blimbing Menggunakan Model EPA SWMM 5.1

Studi Evaluasi Saluran Drainase Terhadap Genangan Banjir di Kelurahan Blimbing Menggunakan Model EPA SWMM 5.1

Planning For Kucica Residential Drainage System in South Tangerang City Using SWMM Modelling

Analysis of flood control in Lambidaro sub-watershed using EPA SWMM

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