PERENCANAAN ULANG SISTEM DRAINASE KAMPUS A UNIVERSITAS NEGERI JAKARTA

MARIA ULFA, . (2017) PERENCANAAN ULANG SISTEM DRAINASE KAMPUS A UNIVERSITAS NEGERI JAKARTA. Sarjana thesis, UNIVERSITAS NEGERI JAKARTA.

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00. COVER.pdf
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01. ABSTRACT.pdf
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01. ABSTRAK.pdf
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02. HALAMAN PERSETUJUAN.jpg
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03. HALAMAN PENGESAHAN.jpg
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04. HALAMAN PERNYATAAN.jpg
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05. KATA PENGANTAR.pdf
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06. DAFTAR ISI.pdf
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07. DAFTAR TABEL.pdf
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08. DAFTAR GAMBAR.pdf
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09. DAFTAR LAMPIRAN.pdf
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10. DAFTAR PUSTAKA.pdf
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BAB 1.pdf
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BAB 2.pdf
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BAB 3.pdf
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RIWAYAT HIDUP.pdf
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Abstract

Penelitian ini bertujuan untuk merencanakan ulang sistem drainase yang sudah terpasang di kampus A Universitas Negeri Jakarta. Dilakukannya perubahan dimensi saluran yang sudah terpasang apabila tidak mampu menampung debit hujan yang dilakukan pada bulan Juli 2016-Desember 2016. Metode penelitian ini menggunakan metode penelitian survey. Tempat yang diteliti yaitu Kampus A Universitas Negeri Jakarta. Merencanakan sistem drainase dengan menghitung debit air setiap saluran yang diteliti. Membandingkan kapasitas debit yang dapat tertampung dengan debit yang akan direncanakan pada waktu periode tertentu. Berdasarkan hasil penelitian, dapat disimpulkan bahwa perencanaan ulang sistem drainase yang ada di dalam Kampus A Universitas Negeri Jakarta dilakukannya perubahan dimensi saluran pada kode S9-S11, S14-S19, S21-S23, S26, dan S32 karena kapasitas debit saluran yang tersedia tidak mampu menampung kapasitas debit rencana hingga periode waktu 25 tahun. Dilakukannya juga perubahan dimensi saluran pada kode S39 karena setelah diteliti, kapasitas saluran S39 lebih kecil dari saluran S38 sehingga menyebabkan terjadinya genangan/banjir di Kampus A Universitas Negeri Jakarta. Sebelum perubahan dimensi, saluran S39 hanya mampu menampung 27.006 m3 /s dari debit yang disalurkan oleh S38 sebesar 31.027 m3 /det (27.006 m3 /det ≤ 31.027 m3 /det). Setelah dilakukannya perubahan dimensi saluran, kapasitas debit menjadi 34.146 m 3 /det sehingga mampu menampung dan mengalirkan air dari S38. Hal itu dikarenakan agar saluran S39 mampu mengalirkan air ke saluran pembuangan apabila menerima debit saluran maksimum. Banyaknya sampah dan lumpur yang ada di saluran pun menjadi salah satu faktor kecepatan air melambat. This study aimed to plan the drainage system is already installed on the campus A State University of Jakarta. Channel dimension for changes that have been installed if they are not able to accommodate the discharge of rain which was conducted in July 2016-December 2016. This research method used survey research methods. Places studied were Campus A State University of Jakarta. Planning a drainage system to calculate the flow of water each channel being investigated. Comparing the discharge capacity can be accommodated with the discharge to be planned in a certain period of time. Based on the results, it can be concluded that the redesign existing drainage system in the Campus A State University of Jakarta does change the dimensions of the channels on the code S9-S11, S14-S19, S21-S23, S26, and S32 for the discharge capacity of channels available can not afford accommodate the design discharge capacity up to a period of 25 years. The conduct also change the channel on the dimensions of the code because after investigation S39, S39 is smaller channel capacity of the channel S38 thus causing inundation / flooding at Campus A State University of Jakarta. Before the change in dimensions, line S39 only able to accommodate 27.006 m3 / s of discharge which is distributed by S38 amounted to 31.027 m3 /s (27.006 m3 /s ≤ 31.027 m3 /s). Following the change in channel dimensions, the discharge capacity became 34.146 m3 /s so as to accommodate and drain the water from the S38. That's because in order to channel S39 is able to drain the water into the sewer when it receives a maximum discharge chute. The amount of garbage and silt in the channel became one of the factors slowing down the speed of the water.

Item Type: Thesis (Sarjana)
Additional Information: 1) Drs. Prihantono, M.Eng 2) Arris Maulana, M.T
Subjects: Teknologi dan Ilmu Terapan > Teknik Sipil
Divisions: FT > S1 Pendidikan Teknik Bangunan
Depositing User: sawung yudo
Date Deposited: 28 May 2022 06:34
Last Modified: 28 May 2022 06:34
URI: http://repository.unj.ac.id/id/eprint/29325

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