NALISIS DAN EVALUASI SISTEM DRAINASE UNTUK MENGATASI KEBANJIRAN PADA KAWASAN KELURAHAN KEMAS RINDO KECAMATAN KERTAPATI PALEMBANG
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Institusion
Universitas Muhammadiyah Palembang
Author
Thio Adjio Satria, 112015083
Subject
Teknik Hidraulis
Datestamp
2020-09-16 00:37:55
Abstract :
ABSTRACT Analysis and Evaluation of Drainage System in Kemas Rindo Village, Kertapati District, Palembang Thio Adjio Satria Civil Engineering, Palembang Muhammadiyah University Thiosatia49@gmail.com Flood problems that occur in the Kertapati District of Palembang. It is necessary to analyze the ability of drainage to accommodate and drain surface runoff in the area of Kemas Rindo Village, Kertapati District, Palembang. The results showed that the existing drainage channels in the Lr. Jama-Jama and Lr. Unite, Kelurahan Kemas Rindo, Kertapati District, Palembang, is no longer able to drain the water discharge due to high rain intensity and inadequate drainage dimensions. It is necessary to plan drainage channels by widening the drainage system. The channel discharge in the Lr. Jama-Jama amounting to 0.098346 Qsal (m3 / sec) and Lr. Unite, the Kelurahan is 0.15588 Qsal (m3 / s), while the flood discharge is 0.15588 Qsal (m3 / s). Keywords: Evaluation, Drainage, Flood, Kelurahan Kemas
ABSTRACT Analysis and Evaluation of Drainage System in Kemas Rindo Village, Kertapati District, Palembang Thio Adjio Satria Civil Engineering, Palembang Muhammadiyah University Thiosatia49@gmail.com Flood problems that occur in the Kertapati District of Palembang. It is necessary to analyze the ability of drainage to accommodate and drain surface runoff in the area of Kemas Rindo Village, Kertapati District, Palembang. The results showed that the existing drainage channels in the Lr. Jama-Jama and Lr. Unite, Kelurahan Kemas Rindo, Kertapati District, Palembang, is no longer able to drain the water discharge due to high rain intensity and inadequate drainage dimensions. It is necessary to plan drainage channels by widening the drainage system. The channel discharge in the Lr. Jama-Jama amounting to 0.098346 Qsal (m3 / sec) and Lr. Unite, the Kelurahan is 0.15588 Qsal (m3 / s), while the flood discharge is 0.15588 Qsal (m3 / s). Keywords: Evaluation, Drainage, Flood, Kelurahan Kemas
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