Perencanaan Ulang Sistem Drainase Kecamatan Sukolilo Kotamadya Surabaya

Rodhiah, Nurfitri (2007) Perencanaan Ulang Sistem Drainase Kecamatan Sukolilo Kotamadya Surabaya. Other thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Banjir merupakan salah satu masalah kompleks yang tengah dihadapi manusia dan lingkungan khususnya di Kecamatan Sukolilo Kotamadya Surabaya. Hal itu terjadi karena masih belum adanya sistem drainase yang memadai. Berkaitan dengan hal di atas maka tugas akhir ini bertujuan untuk mengevaluasi dan merencanakan sistem drainase di Kecamatan Sukolilo Kotamadya Surabaya. Perencanaan sistem drainase berupa perencanaan ulang dimensi saluran dan perhitungan rencana anggaran biaya. Saluran yang direncanakan ulang berbentuk trapesium. Dari hasil perhitungan, maka diperoleh dimensi saluran terbesar dengan lebar alas 7,5 m, lebar bawah 6,5 m dan kedalaman 3 m. Sementara dimensi saluran terkecil dengan lebar alas 5,5 m, lebar bawah 4,5 m dan kedalaman 2 m. Luas penampang maksimum, yaitu 11,007 m² dan luas penampang minimum, yaitu 3,510 m². Kecepatan maksimum, yaitu 1,253 m/s dan kecepatan minimum, yaitu 0,943 m/s. Adapun jumlah total anggaran biaya yang diperlukan untuk perencanaan ulang sistem drainase di Kecamatan Sukolilo, Kotamadya Surabaya ini adalah sebesar Rp. 9.340.824.067,-.
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Flood is one of complex problems that still be faced by people and environment, especially in Subdistrict of Sukolilo, Surabaya. That happens because of insufficiency of drainage system. Reffering to that condition, the purpose of this final task is to plan and evaluate drainage system in Subdistrict of Sukolilo, Surabaya. The concept of this plan are redesign the canal dimension and also calculating the budget. The redesign of the canal of drainage system took a trapeze shape. Based on the result of calculation, the maximum canal dimension has 7,5 m upper width, has 6,5 m lower width and has 3 m depth. Where as the minimum canal dimension has 5,5 m upper width, has -1,5 m lower width and has 2m depth. The maximum width area is 11,007 m² and the minimum width area is 3,510 m². The maximum velocity is 1,253 m/s and the minimum velocity is 0,943 m/s. The total cost for redesign of drainage system in Subdistrict of Sukolilo Surabaya, is Rp. 9.340.824.067,-.

Item Type:	Thesis (Other)
Additional Information:	RSL 627.54 Rod p
Uncontrolled Keywords:	Sistem Drainase, Banjir, Kecamatan Sukolilo, Drainage System, Flood, Subdistrict of Sukolilo.
Subjects:	T Technology > TE Highway engineering. Roads and pavements > TE215 Drainage
Divisions:	Faculty of Civil Engineering and Planning > Environment Engineering > 25201-(S1) Undergraduate Thesis
Depositing User:	magang .
Date Deposited:	22 Oct 2026 07:48
Last Modified:	22 Oct 2026 07:48
URI:	http://repository.its.ac.id/id/eprint/145806

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