Perencanaan Drainase Jalan Pelajar Desa Kelemantan Kecamatan Bengkalis
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Institusion
Politeknik Negeri Bengkalis
Author
Kamaruddin, Kamaruddin
Subject
421 Teknik Sipil
Datestamp
2023-01-30 16:07:11
Abstract :
The existing shallow conditions cause the overflow of the flow to the drainage at for student roads Kelemantan. This study conducted an analysis of the existing conditions for planning the form of drainage at for student Kelemantan Village, Bengkalis Subdistrict, in an effort to overcome overflows caused by tides and high rainfall. The method used in analyzing the rainfall intensity is to use the Gumbel distribution and the Mononobe method with rainfall data obtained from each other. system, stations located in the New Strait in 2014-2018. Meanwhile, to analyze the rainfall discharge using rational methods, and drainage channel discharge based on data obtained from the field, including data on Drainage profile measurements, flow velocity measurements and existing water level measurements. The results of the calculation obtained that the existing capacity in the drainage channel of for student, Kelemantan Village, Bengkalis District is 0.5345 m³ / second, while the flood discharge is 0.4035 m³ / second. The dimensions of the plan based on the calculation are able to accommodate a flow of 8.27 m³ / sec.
The existing shallow conditions cause the overflow of the flow to the drainage at for student roads Kelemantan. This study conducted an analysis of the existing conditions for planning the form of drainage at for student Kelemantan Village, Bengkalis Subdistrict, in an effort to overcome overflows caused by tides and high rainfall. The method used in analyzing the rainfall intensity is to use the Gumbel distribution and the Mononobe method with rainfall data obtained from each other. system, stations located in the New Strait in 2014-2018. Meanwhile, to analyze the rainfall discharge using rational methods, and drainage channel discharge based on data obtained from the field, including data on Drainage profile measurements, flow velocity measurements and existing water level measurements. The results of the calculation obtained that the existing capacity in the drainage channel of for student, Kelemantan Village, Bengkalis District is 0.5345 m³ / second, while the flood discharge is 0.4035 m³ / second. The dimensions of the plan based on the calculation are able to accommodate a flow of 8.27 m³ / sec.
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