PERHITUNGAN DEBIT BANJIR SUNGAI CIPINANG DAN SUNGAI SUNTER PADA BERBAGAI PERIODE ULANG

##plugins.themes.academic_pro.article.sidebar##

Published Feb 25, 2021
https://doi.org/10.32722/cmj.v2i3.3556
Download
PERHITUNGAN DEBIT BANJIR SUNGAI CIPINANG DAN SUNGAI SUNTER PADA BERBAGAI PERIODE ULANG
Statistic
Vol. 2 No. 3 (2020): Construction and Material Journal Vol. 2 No. 3 November 2020

##plugins.themes.academic_pro.article.main##

Ema Khoirunisa Ovilia
Politeknik Negeri Jakarta
Eri Primadianti
Politeknik Negeri Jakarta
Denny Yatmadi
Politeknik Negeri Jakarta

Abstract

In the area around the Cipinang and Sunter Rivers, floods often occured due to runoff from overflowing rivers. The data and information used in this study are secondary data from related agencies, namely the Balai Besar Wilayah Sungai Ciliwung-Cisadane and BMKG. Hydrological and hydraulic analysis from existing data yield calculation results the maximum flood discharge for the Sunter River for a 2-year return period is 114.035 m³ / s and for a 100-year return period of 407.589 m3 / s and for the Cipinang River, the discharge for the 2-year return period is 113.214 m3 / s while for the 100 yearly repetition of 405,083 m3 / sec.


Keywords : Cipinang River, Sunter River, Flood Flow.

##plugins.themes.academic_pro.article.details##

References

  1. Badan Standardisasi Nasional, “SNI 2415:2016 - Tata cara perhitungan debit banjir rencana,” 2016.
  2. M. A. Azka, P. A. Sugianto, A. K. Silitonga, and I. R. Nugraheni, “Uji Akurasi Produk Estimasi Curah Hujan Satelit Gpm Imerg Di Surabaya, Indonesia,” J. Sains Teknol. Modif. Cuaca, vol. 19, no. 2, 2018.
  3. A. Undipasari, I. D. Priyantoro, and I. M. Taufiq, “Kajian Kapasitas Sungai Sunter (Ruas Jalan Tol Jakarta Cikampek Sampai dengan Pertemuan Kanal Banjir Timur) Jakarta Timur,” Unibraw, 2017.
  4. M. Y. J. P. dan A. Susanto, “Pengantar Pengelolaan Sumber Daya Air,” Modul Pengelolaan Sumberdaya. Air, vol. 1, no. 1, pp. 1– 51, 2017.
  5. M. Arsyad, “Modul perhitungan hidrologi pelatihan perencanaan bendungan tingkat dasar 2017,” 2017.
  6. L. Pendahuluan, “2 Gambaran Umum Pekerjaan 2.1,” pp. 1–26, 2012.
  7. T. M. Sakethi, “Pengendalian Banjir Pemerintah Provinsi DKI Jakarta,” 2010.
  8. N. Afrian et al., “Perencanaan Ulang Saluran Sekunder Babatan Surabaya" vol. 1, no. 1, pp. 1–10, 2017.
  9. R. H. Awali, “Analisis Limpasan Sungai Cipinang Terhadap Banjir di Kelurahan Cibubur, Ciracas, Jakarta Timur,” 2018.
  10. M. B. Nugroho, “Evaluasi Kapasitas Saluran Drainase Perkotaan,” J. Chem. Inf. Model., vol. 53, 2013.