EVALUASI FUNGSI BENDUNG DAN PERENCANAAN KEMBALI BENDUNG KATULAMPA
ABSTRACT: As Jakarta developed
into a metropolitan city, flood problems become the center of attention for its
citizens and the government of Jakarta. Ciliwung River is one of the
significant contributors to flood discharge in Jakarta. Flood control in
Jakarta area requires a very hard effort, considering the geological conditions
which is an area of the basin and hydrological conditions are very vulnerable
to inundation because bypassed by many rivers from upstream. Changes in land
use that was once empty land converted to settlements, housing, and the
building also has occurred both in the upstream and downstream along the rivers
that pass through Jakarta. After an evaluation of watershed and watershed
Krukut Sunter which is around Ciliwung watershed, it was found that there were
streams of the watershed around the exit and entry into the Ciliwung watershed.
These rivers flood contributed by ± 25% of the Ciliwung watershed resulting in
widespread inundation in Jakarta increases. One of the efforts to control
flooding in Jakarta is the construction of weirs Katulampa which serves as an
early information system to flooding Ciliwung will enter Jakarta. From the
evaluation of the function obtained Katulampa weir water level to Alert 1 is
200-250 cm to estimate flood discharge using HEC-HMS at 733 m3 / s. Data on the
water level in the dam Katulampa estimates that approximately 9-10 hours later
flood will arrive in Jakarta. The ability of the dam to divert water when it
reaches Alert 1 of 7% of the flood discharge through the doors retrieval. In
order to optimize the function of the weir and re-plan the weir, the initial
step is the hydrological analysis with the result that be discovered gauge the
dependable discharge, needs water discharge and flood discharge. In the
Katulampa weir planning dependable discharge used is the discharge with
probability 80%. Water needs value to fulfill the irrigation water requirement
is 1.87 liters / sec / ha or water needs discharge for water irrigation is 6.03
m3 / sec. Flood discharge by the method of HEC-HMS for the return period of 25
years at 733.90 m3 / sec is used as the basis to design the main building
weirs. Katulampa weir using high lighthouse beacon round with effective width
of 2.5 m and 95.43 m. Bags of mud along the channel with a width of 62.5 m at
4.75 m channel basis. Katulampa weir construction planned at a cost of ±4,193,000,000.00
billion rupiah, and planned implementation time ± 168 working days.
Penulis: Dion Kartino Fardiaz,
Rita Purwitaningtyas, Sri Eko Wahyuni, Robert J. Kodoatie
Kode Jurnal: jptsipildd150210
