PERENCANAAN DRAINASE JALAN H. MISTAR COKROKUSUMO STA. 5 + 871 – STA 6 + 168 KOTA BANJARBARU

Wilianto, Bagus (2021) PERENCANAAN DRAINASE JALAN H. MISTAR COKROKUSUMO STA. 5 + 871 – STA 6 + 168 KOTA BANJARBARU. Diploma thesis, Universitas Islam Kalimantan MAB.

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Abstract

Seiring perkembangan jaman drainase mempunyai keterkaitan terhadap bangunan di dekat nya baik itu berupa banguanan jalan atau dan kontruksi sehingga, funggsi drainase di sini sangat berguna sekali untuk sebuah bangunan yang berfungsi mengalirkan air yang semula tidak terarah menjadi terarah sehingga menjaga keindahan, aspal tetap kering,, menjaga kelestrarian air di jalan H.Mistar Cokrokusumo Kelurahan Bangkal Kecamatan Cempaka Kota Banjarbaru. Dalam studi ini menggunkan metode analisa hidrologi , analisa curah hujan rencana, analisa frekuensi curah hujan, intensitas hujan, perhitungan debit rencana, waktu konsentrasi, perhitungan kapasitas saluran drainase, log person III dan gumbel. Hasil dari dimensi dengan type trapesium hasil perhitungan nilai debit rencana (Q rencana) 0,9 m3/detik, di dapat nilai tinggi saluran (h) = 1,0 Meter, dengan lebar saluran atas = 1,2 meter dan lebar bawah saluran 0,7 meter. Along with the development of the drainage era, it is related to nearby buildings, whether in the form of roads or buildings, so that the drainage function here is very useful for a building that functions to drain water that was originally not directed to be directed so as to maintain its beauty, asphalt remains dry ,, maintain water sustainability on H. Mistar Cokrokusumo Street, Bangkal Sub-District, Cempaka District, Banjarbaru City. This study uses hydrological analysis methods, planned rainfall analysis, rainfall frequency analysis, rainfall intensity, calculated discharge plans, concentration time, calculation of drainage capacity, log person III and gumbel. The results of the dimensions with the trapezoid type are the results of the calculation of the planned discharge value (Q plan) of 0.9 m3 / second, the value of the channel height (h) = 1.0 meter, with the upper channel width = 1.2 meters and the lower channel width 0 , 7 meters.

Item Type: Thesis (Diploma)
Uncontrolled Keywords: Hidrologi,Drainase, Dasar-Dasar Perencanaan, Kota Banjarbaru
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Depositing User: Wilianto Bagus
Date Deposited: 15 Jul 2021 03:18
Last Modified: 15 Jul 2021 03:18
URI: http://eprints.uniska-bjm.ac.id/id/eprint/6160

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