Page - 963 - in Book of Full Papers - Symposium Hydro Engineering
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paint has begun to fade. Home / Box AWLR (automatic Water Level Recorder)
SESAME must be repaired.
c. The condition of the ladder that is on the wall inside the spillway looks rusty.
d. The wet location or seepage trace is found in joint G0. The concrete connection
is observed by 3 (three) Dimension Joint Apparatus. The condition of the former
leakage monitoring tool in joint 0 that is Rive Droite (RD) and Rive Gauche
(RG) still looks stagnant due to drainage of seepage see page clogged, If will
be measured discharge leakage RD and RG must first pumped. Therefore the
measurements of the RD and RG leakage discharges are now done in a new
place through two pipes connected directly to the directional pipe steering join
0. The sliding benchmark in the Access Gallery is mostly without a protective
cover.
e. In the ceiling space re-cavitation occurs on the concrete wall that has been
done with the addition of using cement. Corrosion section contained in the
cooling pipe casing on the staircase entering the ceiling has not been repaired.
f. In the left sump Pit found cracks in the concrete wall, concrete and concrete
floor joints drainage see page (sump pit) left, so the concrete floor is relatively
slippery when skipped.
g. The condition of the right collecting drum space (sump pit) mostly cavitation,
moist and wet. The wet location is found almost in all the right (sump pit) areas,
so the concrete floor is relatively slippery when skipped.
h. The condition of the bouchon, the tap (gate valve) to open the waterway has
been consumed by corrosion. Condition of concrete wall, and concrete
connection experience cavitation, moist and wet. Wet locations and puddles
are found only on the side of the baton wall around the entrance hall.
i. The intake room of the riva pump is inundated about 2 meters deep and needs
to be addressed immediately because of mild corrosion.
j. The old cracks in the majority of concrete are found in the interior walls of the
circle and a small part is found in the exterior circle but the condition does not
change significantly.
k. The old vapor that forms the cavity to the right of the tailrace (about 20 m to
the left of OW IC748) has been repaired by means of the extraction and
compaction of the material.
l. Elevators contained in the access gallery is not working and severely damaged
(high corrosive) as well as around the elevator door area often leaks. The
protective cable cover (concrete plate) at the top of the tower is partially
cracked.
4. SADDLE DAM INSPECTION
4.1. PASIR GOMBONG BARAT SADDLE DAM
963
Book of Full Papers
Symposium Hydro Engineering
- Title
- Book of Full Papers
- Subtitle
- Symposium Hydro Engineering
- Author
- Gerald Zenz
- Publisher
- Verlag der Technischen Universität Graz
- Location
- Graz
- Date
- 2018
- Language
- English
- License
- CC BY-NC-ND 4.0
- ISBN
- 978-3-85125-620-8
- Size
- 20.9 x 29.6 cm
- Pages
- 2724
- Keywords
- Hydro, Engineering, Climate Changes
- Categories
- International
- Naturwissenschaften Physik
- Technik