SIMULATION AND OPTIMIZATION OPERATION OF RESERVOIR BILI â BILI IN DAS JENEBERANG, SOUTH SULAWESI PROVINCE
An important role Bili - Bili Reservoirs to meet the needs of irrigation, raw water and electricity demand the need for structured existence of optimal operation pattern. The pattern of operations that include elevation calculated surface water reservoirs, discharge outflow, and inflow. Optimizat...
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Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/37120 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | An important role Bili - Bili Reservoirs to meet the needs of irrigation, raw water
and electricity demand the need for structured existence of optimal operation pattern. The
pattern of operations that include elevation calculated surface water reservoirs, discharge
outflow, and inflow. Optimization is done by searching for the value of the raw water and
electricity shortage most of at least a year, and the cropping pattern following irrigation
of existing. Terms limits that are used include the minimum and maximum operating limits
for the volume of the spooler, widespread inundation, water surface elevation of reservoirs,
and also discharge flowing through the turbine intakes and irrigation outlets. The
simulation is performed based on the inflow discharge during the 20 years from 1998 until
the year 2017. Optimization of the Trade-off is done based on the extremely dry year 2002.
The results of a trade-off in that year compared with the year inflow discharge dry, normal,
and wet (probability 80%, 50%, and 20%).
The simulation shows that the minimum surface elevation reservoirs thus occur at
the beginning and the end of the year, so Bili Bili Reservoirs – ready to accept and
accommodate excess water from DAS Jeneberang in the rainy season. This happens
because the needs are great at the beginning and the end of the year. The results of the
optimization operation of reservoirs with the aim to minimize raw water shortages would
result in surface elevation of the water reservoir which is lower than the optimization with
the function to minimize the shortage of energy. |
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