STUDI SISTEM JARINGAN DRAINASE KAMPUNG KEBON KELAPA KECAMATAN TAMBUN SELATAN KABUPATEN BEKASI

Ivan Fadhillah Nugraha Khair, - (2024) STUDI SISTEM JARINGAN DRAINASE KAMPUNG KEBON KELAPA KECAMATAN TAMBUN SELATAN KABUPATEN BEKASI. S1 thesis, Universitas Pendidikan Indonesia.

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Abstract

Sistem drainase di kawasan Kampung Kebon Kelapa, Kecamatan Tambun Selatan, Kabupaten Bekasi, Provinsi Jawa Barat sering kali mengalami genangan dan banjir pada musim-musim penghujan. Permasalahan utama pada saluran drainase pada lokasi penelitian ini adalah kurangnya kontrol terhadap limpasan permukaan. Oleh karena itu, diperlukan penelitian yang lebih terperinci mengenai kondisi saluran eksisting di lokasi tersebut, dengan tujuan memberikan solusi konkret untuk mengatasi permasalahan genangan atau banjir yang sering terjadi. Data primer diperoleh dengan melakukan peninjauan langsung ke lokasi penelitian untuk melihat kondisi saluran drainase dan dimensi saluran drainase eksisting. Data sekunder diperoleh dari The National Aeronautics and Space Administration (NASA) berupa data curah hujan harian maksimum selama 21 tahun terakhir. Unutk metode perhitungan analisis curah hujan rencana digunakan metode Log Normal yang sebelumnya telah dipilih dan selanjutnya dilakukan simulasi menggunakan perangkat lunak PCSWMM 2023. Hasil analisis menunjukkan bahwa terdapat 44 titik Node saluran eksisting sudah tidak mampu menampung debit rencana dengan kala ulang 5 tahun pada lokasi penelitian. Oleh karena itu, perlu dilakukan perencanaan dengan menggunakan sistem Low Impact Development (LID) seperti Rain Barrel, Rain Garden, dan Bio Retention di setiap subcatchment yang terdampak genangan/banjir. Penerapan Sistem Low Impact Development (LID) efektif dalam mengendalikan limpasan permukaan sehingga sehingga dapat mencegah terjadinya banjir. The drainage system in the Kampung Kebon Kelapa area, South Tambun District, Bekasi Regency often experiences inundation and flooding during the rainy season. The main problem with the drainage channels at the research location is the lack of control over surface runoff. Therefore, a detailed study of the existing channel conditions at the location is needed, with the aim of providing concrete solutions to overcome the problem of inundation or flooding that often occurs. Primary data was obtained by conducting a direct review of the research location to see the condition of the drainage channel and the dimensions of the existing drainage channel. Secondary data was obtained from The National Aeronautics and Space Administration (NASA) in the form of maximum daily rainfall data for the last 21 years. The calculation method of the planned rainfall analysis uses the Log Normal method that have already been selected, which is then being simulated using PCSWMM 2023 software. The results of the analysis show that there are 44 existing channel nodes that are no longer able to accommodate the 5-year return period plan discharge. Therefore, it is necessary to carry out planning using Low Impact Development (LID) systems such as Rain Barrel, Rain Garden, and Bio Retention in a number of subcatchments affected by inundation/flooding. The application of the Low Impact Development (LID) System is effective in controlling surface runoff so that it can prevent flooding.

Item Type:	Thesis (S1)
Additional Information:	ID SINTA Dosen Pembimbing: Odih Supratman: 5995373
Uncontrolled Keywords:	Drainase, Banjir, LID Drainage, flooding, LID
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Pendidikan Teknik dan Industri > Jurusan Pendidikan Teknik Sipil > Program Studi Teknik Sipil
Depositing User:	Ivan Fadhillah Nugraha Khair
Date Deposited:	23 Oct 2024 17:31
Last Modified:	23 Oct 2024 17:31
URI:	http://repository.upi.edu/id/eprint/127792

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