2022
DOI: 10.2991/ahe.k.220205.001
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Modeling of Infiltration Wells to Reduce Rainwater Runoff of Buildings: A Case Study in Campus of Polytechnic State of Sriwijaya, Indonesia

Abstract: Rainfall in Indonesia is classified as high, indicated by the average which ranges from 2000-4000 mm/year. This potential, on the other hand, often creates problems as a result of rain falling to the surface which usually only becomes surface runoff, inundation, and flooding. Infiltration wells are rainwater conservation technologies that have been widely applied to reduce surface runoff and at the same time increase groundwater reserves. The case study was conducted at the Sriwijaya State Polytechnic Campus, … Show more

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Cited by 2 publications
(3 citation statements)
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“…Pengelolaan air hujan melalui teknologi sistem ekodrainase salah satu konsep baru yang saat ini banyak digunakan, dengan prinsipnya meresapkan air sebanyak-banyaknya kedalam tanah. Sistem ekodrainase terbukti efektif dalam mengurangi limpasan permukaan, mereduksi banjir, dan bisa menambah cadangan air tanah (Pranoto et al, 2022). Salah satu konsep sistem Ekodrainase adalah perencanaan Lubang Resapan Biopori.…”
Section: Pendahuluanunclassified
“…Pengelolaan air hujan melalui teknologi sistem ekodrainase salah satu konsep baru yang saat ini banyak digunakan, dengan prinsipnya meresapkan air sebanyak-banyaknya kedalam tanah. Sistem ekodrainase terbukti efektif dalam mengurangi limpasan permukaan, mereduksi banjir, dan bisa menambah cadangan air tanah (Pranoto et al, 2022). Salah satu konsep sistem Ekodrainase adalah perencanaan Lubang Resapan Biopori.…”
Section: Pendahuluanunclassified
“…Special conservation techniques are needed to answer existing problems. Infiltration wells are an alternative for protecting groundwater and minimizing surface runoff because infiltration wells are easy to apply in residential areas and must be able to balance groundwater use [5].…”
Section: Introductionmentioning
confidence: 99%
“…5) 1268 (2023) 012053 IOP Publishing doi:10.1088/1755-1315/1268/1/012053 4 Where: Q = Infiltrating rainwater discharge (m 3 ) A = Wall surface area of the well (m 2 ) V = Coefficient of soil permeability (m/hour)…”
mentioning
confidence: 99%