PERHITUNGAN ULANG DIMENSI SUNGAI JATIKRAMAT DAN SUNGAI CAKUNG


Abdul Kohar, Putut Radityo Kuswidyanarko, Denny Yatmadi

Abstract


The Jatikramat River is a river that flows from the upstream in Jatiranggon and has a downstream in the Cilincing area and the Cakung River is a river that flows from the upper Cibubur and downstream in the Cilincing area. The problem that occurs is frequent flooding in the area that this river passes. The data obtained came from secondary data and primary data. The data processing method uses manual calculations according to the Normal Log Distribution method for Cakung River rainfall and the Normal Distribution method for the Jatikramat River rainfall, the rational method for calculating river flow discharge, and the manning formula to determine river flow discharge. From the calculation results, the dimensions of the flow of the Jatikramat River for the JKA 2 + 861 section are obtained to be able to accommodate the planned discharge with a 100 year return period of 1,819 m and the height of the Cakung River flow dimensions for the CKA 2 + 50 cross section so that it can accommodate the planned discharge with a 100 year return period amounting to 3,822 m.
Keywords : Method; River; Section.

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References


Hasan, M. F. R., Swastika, T. W., Martina, N., & Wulandari, L. S. (2019). Identification of Groundwater Distribution Using Self Potential Method. Applied Research on Civil Engineering and Environment (ARCEE), 1(01), 16–23.

Badan Standardisasi Nasional. (2016). SNI 2415:2016 – Tata Cara Perhitungan Debit Banjir Rencana.

Buchari, S. (2008). Pengaruh Perubahan Tata Guna Lahan Terhadap Kapasitas dan Desain Banjir Kanal Timur. Depok: Universitas Indonesia.

Drs. Mangapul P. Tambunan, MS dan Drs. Rudy P. Tambunan, MS. (2004). Lingkungan Fisik Sumberdaya Air di Wilayah Banjir Kanal Timur. Depok: Departemen Geografi FMIPA

Universitas Indonesia.

Kamiana, I. M. (2011). Teknik Perhitungan Debit Rencana Bangunan Air. Yogyakarta: Graha Ilmu.

M. B. Nugroho. (2013). Evaluasi Kapasitas Saluran Drainase Perkotaan.

PUPR. (2020, Februari 20). PU-net. Diambil kembali dari pu.go.id: https://www.pu.go.id/berita/view/2662/proyek-pembangunan-banjir-kanal-timur-mulai-dikerjakan

Soemarto, C. (1995). Hidrologi Teknik. Jakarta: Erlangga.

Supriyan, D. (2004). Hidrologi. Depok: Teknik Sipil Politeknik Negeri Jakarta.

Ahmad, M. A., Agung, P. A. M., Arsad, M. A., & Ahmad Tajudin, S. A. (2021). Database Development of Site Investigation Using GIS (A Case at Pulau Indah, Klang, Malaysia). Applied Research on Civil Engineering and Environment (ARCEE), 2(02), 45–51. https://doi.org/10.32722/arcee.v2i02.3113.

Susilowati, W. (2013). Hidrolika. Depok: Teknik Sipil Politeknik Negeri Jakarta.

T. M. Sakethi. (2010). Pengendalian Banjir Pemerintah Provinsi DKI Jakarta.


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