PERANCANGAN SISTEM DRAINASE STADION KEDIRI

• Main Author: Japani Artha Sembiring, Meily
• Format: Final Project
• Language: Indonesia
• Subjects: Teknik sipil
• Online Access: https://digilib.itb.ac.id/gdl/view/41672
• Institution: Institut Teknologi Bandung

1st Abstract : The people of Kediri's interest in football and the needs of the Persik Kediri team players to practice and compete were facilitated by the construction of the Kediri Stadium. To fulfill the function of the Kediri Stadium, it is necessary to design a good and safe flood drainage system, namely the design of a roof drainage system, the design of a podium drainage system, the design of a soccer field drainage system, the design of a regional surface drainage system, the design of a detention pond and the inflow and outflow mechanism, and flood analysis. The design of the roof drainage system is the design of upright pipes, the design of the podium drainage system that is carried out is the design of drainage channels in the form of U-Ditch located on the inside of the podium floor and drainage channels in the form of U-Ditch located on the edge of the podium floor, the design of the field drainage system football is planning the structure of the football ground layer, the design of the area surface drainage system is the design of a drainage channel in the form of a U-Ditch located on the perimeter of the area, and the mechanism of inflow and outflow of detention ponds arranged in such a way. With the design of a good and safe flood drainage system at the Kediri Stadium, it is expected to maximize the use of the Kediri Stadium. 2nd Abstract: The people of Kediri's interest in football and the needs of the Persik Kediri team players to practice and compete were facilitated by the construction of the Kediri Stadium. When the match will start, spectators will come by motorbike, car, bus, and public transportation. Also the team that will play, the VIP and VVIP, and the media will attend the match with private vehicles (cars) and buses. Traffic management needs to be regulated properly so that traffic congestion can be minimized both at the parking counters and the road network around the stadium. To model and simulate the traffic that will occur in the road network to Kediri Stadium, a micro model movement simulation, VISSIM is used. The parameters calculated in the simulation are the length of the queue and the delay. The initial road network design will be modeled and simulated then compared to the scenario design that is designed to produce the best scenario. Based on the simulation results, Scenario 4 is designed to increase the number of lanes from 1 lane to 2 lanes in Node 1, the addition of lane width from 6.50 meters to 7.50 meters in Node 5, and the addition of lane width from 8.00 meters to 8, 50 meters and 7.50 meters to 8.50 meters in Node 9 is the best scenario that provides the best vehicle circulation performance among other scenarios.