PERENCANAAN DRAINASE TOL LAYANG KELAPA GADING - PULO GEBANG SEKSI KALI BGR HINGGA KALI PELEPAH RAYA

• Main Author: Fadillah, Iqbal
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/67809
• Institution: Institut Teknologi Bandung

The Kelapa Gading – Pulo Gebang Elevated Toll Road’s construction as an effort to increase logistics flow around DKI Jakarta has been carried out since 2018 and was inaugurated in August 2021. The Kelapa Gading – Pulo Gebang Elevated Toll Road planned to have 9,3 km total length which will be connected to the Section JORR Toll Road network. E connects the connectivity of the Marunda Special Economic Zone (SEZ). To support the function of the elevated toll road, it is necessary to have a good drainage management system, so as to avoid undesirable things such as flooding on toll roads or decreasing the age of buildings. This paper will present the process and results of the planning for the drainage system of the Kelapa Gading – Pulo Gebang Elevated Toll Road Section BGR River to Pelepah Raya River. The drainage system planning includes the drainage system scheme, the dimensions of the drainage system, evaluation of the drainage system. The evaluation of the drainage system will be carried out using the Hec.RAS 6.1 software, which aims to provide an overview of the discharge process from the construction pond, in the modeling result will shown the drainage system affects the drainage system of BGR River and Pelepah Raya River as an existing city drainage systems. Furthermore, it also presents Cost Estimation, Operation, and Maintanance Plan of this drainase system.