STUDY ON THE PERFORMANCE OF WONOGIRI RESERVOIR AS FLOOD CONTROL STRUCTURE
Abstract: The Wonogiri
reservoir was built with a primary function as flood control, especially in
areas prone to flooding along the Bengawan Solo River. To find out the
performance of the Wonogiri reservoir in flood control of Bengawan Solo, a
study was conducted on flood hydrograph characteristics of the reservoir inflow
by considering the contribution inflow from all sub-watersheds in the reservoir
catchment area, at the end of December 2007. Calculation analysis flood
hydrograph of Wonogiri Reservoir inflow is done with the calibration of
Wuryantoro and Keduang sub-watersheds. Results of the calibration were then
used reference to simulate flood hydrograph inflow in each sub-watershed
catchment areas. Flood routing in the reservoir was done with the assumption
that the inflow of the reservoir was left to face up a height of water in the
reservoir 135.3 m (the lower flood control limit) and 138.3 m (the upper flood
control limit) and then the spillway gates full-opening. Results of this
research indicated that the maximum discharge inflow into the reservoir on the
event of Wonogiri flood at the end of December 2007 was ranged from 3,331 to
4,993 m3/s; and it was occurred on December 26, 2007 at between 04:00 - 06:00
am. The most dominant flood hydrograph contribution into the reservoir was
derived from Keduang sub-watershed. The flood in the reservoir was simulated as
that the spillway gates were closed until water level of reservoir reached the minimum
height of 135.3 m and 138.3 m and only until then the spillway gates
full-opening. The reservoir water level reached 135.47 m on December 26, 2007
at 6:00 am and outflow was generated when the gates opened to reach 550 m3/s
and then increased up to 642 m3/s at 14:00 after then it gradually decreases.
The water level simulation was unable to reach 138.3 m because up to December
27, 2007 at 23:00 the water level reservoir reaches only 136.44 m. The Wonogiri
reservoir flood control function still can run well and able to reduce the peak
flood of 85%.
Author: Alexander Armin
Nugroho
Journal Code: jptsipilgg150050
