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Perbandingan Efisiensi Media Pembuangan Sampah Organik Rumah antara Bak Sampah Sederhana dengan Lubang Biopori (Studi kasus : masyarakat Desa Nanggala, Kecamatan Cikeusik, Kabupaten Pandeglang) Chaedar Alif Prada; Fathia Nurul Mujaddidah; Raven Daniel Martin; Anis Nurul Shofriyyah; Muhammad Nor Mahmudi; Yoan Kargy Hakim; Beatrice Immanuel Marampa; Regita Dian Astriana Prayitno; Prastowo
Jurnal Pusat Inovasi Masyarakat (PIM) Vol. 2 No. 4 (2020): Juni 2020
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat, Institut Pertanian Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (394.224 KB)

Abstract

The waste management system carried out by the people of Kampung Benger, Nanggala Village is not yet good. This can be seen from the garbage thrown by the village community, not sorted between organic and non-organic waste. The increase in landfill without proper waste management is estimated to be the reason for not creating a clean environment. Most of the people of Kampung Benger still throw their trash into the gutter or burn it around the house, even though there is already a Temporary Disposal Site (TPS) in Nanggala Village. The purpose of this activity is to find more efficient and appropriate household organic waste disposal media to be applied in Nanggala Village. The more efficient and appropriate household organic waste disposal media to be implemented in Nanggala Village is by making 2 trash bins, each measuring 50 cm x 50 cm x 50 cm. Because when compared with making biopori holes as much as 1 piece per day, making 2 pieces of trash for more than two months is more effective and efficient. This can make it easier for residents to dispose of waste and do not spend much time when making it, compared to the time needed to make one biopori hole every day. Keywords: landfill, Nanggala Village, organic waste
Desain Kolam Retensi Berbantu Komputer di Cibuluh Kota Bogor Muhammad Nor Mahmudi; Setiawan, Budi Indra
Jurnal Teknik Sipil dan Lingkungan Vol. 5 No. 2: Agustus 2020
Publisher : Departemen Teknik Sipil dan Lingkungan IPB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.5.2.115-124

Abstract

Water retention serves to control the surface runoff and conservation of rainwater in maintaining groundwater accumulation. This research aims to know the discharge of flood, know the volume of water to be accommodated in water retention, determine optimal water retention volume capacity, produce an effective design of water retention technical design, and produce a cost budget plan. Research conducted in Cibuluh Quarter, Tanah Baru Village, District Bogor Utara, Bogor City, West Java. Komulative flood discharge is 12.01 m3/sec. Capacity of Ciheuleut River is 9.38 m3/sec. Total capacity of water retention is 5272.52 m3. The Capacity development is 10481 m2. Water retention area that can be constructed is 4241 m2. The depth is 4 m so the capacity is 16964 m3. The structure is oval. The shortest diameter dimension is 50 m and the longest is 108 m. Total depth plan of 6 m is able to accommodate maximum 25446 m3 of water. Planned a type of sluice with width 1300 mm x height 1600 mm with a discharge of 4.89 m3/sec. It takes a total of 5 sluices on inlet and outlet. The cost required in the construction of Cibuluh Water Retention is Rp13.680.570.000,00.