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      Rekayasa Sistem Drainase Ramah Lingkungan Sebagai Solusi Zero Runoff Pada Kawasan Permukiman

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      Date
      2025
      Author
      Kamaludin, Raden Fahmi
      Pulunggono, Heru Bagus
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      Abstract
      Sistem drainase ramah lingkungan dengan konsep Zero Runoff di kawasan permukiman RT 02, RW 02 Batu Hulung, Kecamatan Balumbang Jaya, Bogor Barat. Hasil analisis hidrologi menunjukkan curah hujan rencana sebesar 590 mm (periode ulang 2 tahun) dan intensitas hujan 204,19 mm (waktu konsentrasi 0,5 jam), menghasilkan debit limpasan eksisting 0,24 m³/detik dan volume 872,61 m³ untuk DTA 1 (0,854 Ha). Kondisi permeabilitas tanah di lokasi tergolong sedang, dan sistem drainase konvensional yang ada belum mampu mengelola limpasan secara optimal karena ketergantungan pada anak sungai musiman yang sering kering. Desain sistem drainase yang diusulkan mencakup drainase primer dan sekunder berbentuk persegi dengan dimensi 0,5 m (lebar) dan 0,6 m (tinggi), menghasilkan volume tampungan 1393,81 m³. Selain itu, dirancang kolam retensi berukuran 30 m×25 m×3 m untuk menampung 2.250 m³ limpasan, dilengkapi dengan bar screen, pintu air, dan bak sedimentasi.
       
      Designs an environmentally friendly drainage system based on the Zero Runoff concept in the residential area of RT 02, RW 02 Batu Hulung, Balumbang Jaya District, West Bogor. Hydrological analysis revealed a design rainfall of 590 mm (2-year return period) and a rainfall intensity of 204,19 mm (0.5-hour concentration time), resulting in an existing runoff discharge of 0,24 m³/second and a volume of 872,61 m³ for DTA 1 (0.854 Ha). The soil permeability in the study area is classified as moderate, and the existing conventional drainage system is suboptimal in managing runoff due to its reliance on seasonal streams that frequently dry up. The proposed drainage system design includes primary and secondary square-shaped drains with dimensions of 0.5 m (width) and 0.6 m (height), providing a total storage volume of 1393.81 m³. Furthermore, a retention pond measuring 30 m×25 m×3 m is designed to accommodate 2,250 m³ of runoff, equipped with a bar screen, sluice gates, and a sedimentation basin.
       
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      http://repository.ipb.ac.id/handle/123456789/171289
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      • UT - Environmental Engineering and Management [212]

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