Analyses of flood peak discharge in Cimadur river basin, Banten Province, Indonesia

¹ Department of Civil Engineering, Faculty of Engineering and Computer Science, Indonesian Technocrat University, Bandar Lampung, Lampung 35132, Indonesia
² Department of Civil Engineering, Faculty of Engineering, Andalas University, Padang 25164, Indonesia
³ Precision Engineering Division, National Institute for Standards, Giza (12211-136), Egypt

^* Corresponding Author: adeliagstna@gmail.com

Abstract

Cimadur river basin is one of the most important catchment areas in Lebak District, Banten Province. For the past few years, the catchment has experienced floods during the rainy season. The big issue of flooding has been recorded recently in December 2019 which has caused damage and negative impacts to the local people and surrounding community. This study aims to analyze the possibility of flood peak discharges in the catchment area of the Cimadur river. The flood discharges are calculated for 2, 5, 10, 25, 50, and 100 years return period based on the daily rainfall data from the year 2011 to 2020. The rainfall and land use data are obtained from PT Saeba Consultant. In this study, the hydrological analyses are including 1) analyses of average annual rainfall using the Thiessen method; 2) analyses of rainfall distribution and estimation of design rainfall by considering three methods involving: Log-Normal, Log Pearson Type III, and Gumbel Type 1; and 3) analyses of flood discharges by adopting Nakayasu Synthetic Hydrograph Unit (SHU). The rainfall distribution analyses show that the Log Pearson Type III provided the best fit. Based on the flood peak discharges analyses, the results show that the flood discharges for the 5, 10, 25, and 50 years return period in the Cimadur river basin are 470.71 m³/s, 560.16 m³/s, 698 m³/s, and 820.4 m³/s, respectively.