DIVERSION TUNNEL DESIGN OF ASAHAN IV DAM, SUMATERA UTARA PROVINCE
Asahan IV Dam is water building to raise the water level of the river to establish water fall. The construction of the Asahan IV Dam is planned to be part of the construction of a Hydro Power Plant (PLTA) which is a solution for utilizing the potential and demand for electricity in North Sumatra....
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Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/54289 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | Asahan IV Dam is water building to raise the water level of the river to establish
water fall. The construction of the Asahan IV Dam is planned to be part of the
construction of a Hydro Power Plant (PLTA) which is a solution for utilizing the
potential and demand for electricity in North Sumatra. To realize this project, it is
necessary to design an diversion tunnel to divert the water flow during the
construction implementation period of the dam and alternative to the emergency
spillway for floodwater inflow. The tunnel type used is a mountain tunnel in
accordance with the geographic conditions of the location consisting of rocks. The
circumvention tunnel design carried out in this final project consists of tunnel
capacity, flood tracking, analysis of tunnel loading and stability, calculation of
tunnel reinforcement and lining, construction methods, and soil reinforcement in
the tunnel walls. An evasion tunnel flood search was conducted using manual
calculations and HEC-HMS software. Tunnel load and stability analysis was
performed using PLAXIS 2D software to determine deflection, internal force, and
safety factor values. The design and calculation of soil reinforcement for tunnel
walls is based on SNI 8460 2017 concerning Geotechnical Design Requirements.
From the design that has been carried out with a tunnel length which is planned to
be 384 meters long, the cross-sectional form is a horseshoe.
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