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All Journal BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Creative Research Journal JURNAL KAJIAN TEKNIK SIPIL Jurnal Kridatama Sains dan Teknologi Journal of Sustainable Civil Engineering (JOSCE) JURNAL TEKNIK SIPIL UNAYA Jurnal Salome: Multidisipliner Keilmuan
Eko Darma
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Journal : Jurnal Kridatama Sains dan Teknologi

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Analisis Debit Aliran Sungai pada Kali Sadang Cibitung Kabupaten Bekasi Falah, Fazrul; Yulius, Elma; Nuryati, Sri; Paryati, Ninik; Prihesnanto, Fajar; Darma, Eko; Gunarti, Anita Setyowati Srie
Jurnal Kridatama Sains dan Teknologi Vol 7 No 01 (2025): Jurnal Kridatama Sains dan Teknologi
Publisher : Universitas Ma'arif Nahdlatul Ulama Kebumen

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53863/kst.v7i01.1599

Abstract

The Sadang River is a primary channel in Cibitung Subdistrict, Bekasi Regency, which functions to channel water from several secondary channels, including those in Wanajaya Village and Wanasari Village. The existing conditions show that the Sadang River is prone to overflowing during the rainy season and is unable to optimally support the irrigation needs of the surrounding agricultural land. Therefore, a redesign of the channel system is necessary, including increasing the river's storage capacity through channel dimension improvements based on peak flow rates derived from hydrological analysis, as well as integrated watershed management efforts. The objective of this study is to analyse the river flow discharge in the Sadang River, which is divided into four segments, and to address the river flow discharge. The research method used in this study is a quantitative method with a hydrological and hydraulic analysis approach. The hydrological analysis process was carried out by determining the average rainfall and analysing the flood discharge using the Nakayasu Synthetic Unit Hydrograph (HSS) method. Subsequently, measurements of the existing channel dimensions were taken, spatial analysis was conducted using ArcMap 10.8 software, and the channel dimensions were re-planned based on the planned peak discharge results. The research results show that the existing flow rate of the Sadang River is 954.37 m3/sec, and the analysis of the peak flow rate of the Sadang River with a 10-year return period is 6107.47 m3/sec and a 25-year return period is 7513.01 m3/sec, with the same peak time of 2 hours. It is necessary to plan with a rectangular channel, the dimensions of the channel base width (b) = 28.7m and channel height (h) = 10m because the river channel is unable to accommodate the flow of flood discharge.
Co-Authors -, Zainurrahman A.A. Ketut Agung Cahyawan W Aminudin Azis Amrulloh, Asep Rais Andi Syamsudin, Andi ANITA MARDIANA AGUSSALIM Anita Setyowati Srie Gunarti Azharie Hasan Baehaki, Rustam Deni Akhmad Trinugraha Dewy, Gina Sary Elma yulius Fajar Prihesnanto Fajar Prihesnanto, Fajar Falah, Fazrul Gud Purmala Putra, Gud Purmala Haryanto, Galih Sendiko Imam Asykar Al Kahfi Luky Adrianto Mamar Mardiana Mufaris, Abdul Nana Suryana Nana Suryana Ninik Paryati Prasetyo, Sebastian Hadi Rawiyana Galih Anfasa Rika Sylviana Saputro, Rizki Adityo Soedarmin Soedarmin, Soedarmin Sri Nuryati Sri Nuryati Trinugraha, Deni Akhmad