merupakan salah satu desa yang mengalami kerusakan cukup parah karena desa tersebut terletak 3 Km dari puncak Gunung api Sinabung dan berada di dalam Kawasan Rawan Bencana (KRB) III. Salah satu solusi terbaik untuk meminimalisasi dampak negatif bencana yaitu merelokasi Desa Suka Meriah ke lokasi yang lebih aman dan dapat menampung seluruh penduduk termasuk kebutuhan sarana dan prasarananya. Tujuan dari penelitian ini yakni mengidentifikasi pendapat masyarakat terhadap rencana relokasi permukiman, menganalisis kondisi lokasi tujuan relokasi permukiman dan mengkaji permasalahan yang terjadi dalam rencana relokasi permukiman. Metode penelitian yang digunakan dalam penelitian ini adalah metode penelitian kualitatif. Data primer diperoleh melalui observasi dan wawancara semiterstruktur. Data sekunder diperoleh dari sumber pustaka dan data instasional. Hasil penelitian menunjukkan bahwa masyarakat Desa Suka Meriah pada umumnya setuju dengan kegiatan relokasi permukiman tersebut. Lokasi tujuan relokasi berada di Kawasan Siosar. Secara garis besar, sampai dengan penelitian ini berakhir Agustus 2015 permukiman baru di Kawasan Siosar belum terbangun secara sempurna karena masih dalam tahap proses pembangunan. Permasalahan yang terjadi adalah proses relokasi permukiman cenderung lambat, aktivitas ekonomi penduduk menjadi terhambat akibat pengungsian dan dana bantuan pemerintah kepada masyarakat tidak cukup untuk memenuhi kebutuhan sehari-hari Kata kunci. Permukiman, relokasi, sinabung, suka meriah.
The Cikapundung Watershed is part of the Citarum watershed, which functions as the main drainage of the center of Bandung City. High exploitation of space and water resources can trigger flooding, as is often the case in the Cikapundung watershed. Flooding can be caused by rapid population growth, land degradation, and climate change. In this study, four types of methods were used to analyze rainfall frequency, and the type III Log Pearson distribution method was found to meet the requirements for use. A match test was carried out using the chi-squared method and the Smirnov-Kolmogorov method. Hydraulics analysis was carried out by the HEC-RAS method with different return periods to calculate the depth of flooding. HEC-RAS was used because it is considered highly compatible and relevant to geatographic information systems. The return periods modeled with HEC-RAS were 2, 5, 10, 25, 50, and 100 years. Based on the calculation results, the Cikapundung watershed runoff coefficient in 2020 was .43. The increased return period suggests that the area of flood inundation is becoming wider. The downstream impacts of wider flood inundation include all sectors that are more affected by flooding. This causes losses to increase as the flood payback period increases. The total estimated loss for the 25 return periods of flood events in the Cikapundung watershed is around 1,124 million rupiah, and the affected population is around 700,000 people.
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