#TITLE_ALTERNATIVE#

• Main Author: Anam NIM 15513049, Syamsul
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/31183
• Institution: Institut Teknologi Bandung

<p align="justify">Tanjung Priok Port, which is located in Jakarta Bay, has a strategic position close to the industrial area in the eastern part of Jakarta and West Java such as Bekasi, Karawang, Purwakarta and Sumedang. About 35% of the container commodities that go to Tanjung Priok Port and vice versa are sent by trucks and trains. The density of the Cikarang toll traffic volume and the limited railroad capacity have an impact on the length of travel time. So that alternative transportation modes are needed. The form of a waterway network using barges is an alternative to overcome the problem of limitations of existing transportation lines. The objective of this Final Project is to determine the design of the inland waterway canal on the Cikarang Bekasi Laut (CBL) River. The channel is designed for 20km from the estuary to the dry port location. The determination of the dry port location considers the location topography that is currently in the form of agricultural land so that it is likely to be more developed, the riverbed profile is relatively flat. Ship design used 150TEUs container ships with LOA = 79.5m, width (B) = 16.8m, draft (d loaded) = 3.2m, height (D) = 4.5m. The channel cross-sectional design refers to the Waterway Guideline, 2011. The minimum rotational radius (R) = 477m, base width (Wd) = 33.6m, upper width (Wt) = 67.2m, depth = 4.48m, and channel slope = 1:2. Hydrological calculations use 2 rain observation posts. River flow modeling using HEC-RAS 5.0.4 software. Modeling of 10-year flood discharge is carried out to determine the elevation of bridges and flood dikes. Minimum bridge elevation of 12.5m from LWS, minimum dock elevation = 4.2m from LWS. The highest embankment = 3.2m, on sta.15500 to the right of the river. Geometry is modeled with Plaxis 8.6 2D software and obtained a safety factor value that meets the minimum value> 3.<p align="justify">