Technical Features
The project is based on a feasibility study which
was done in early 2000 by ENTEC AG, a Swiss engineering consultancy
firm specializing in Minihydro implementation.
The following general layout was proposed in the study:
The flow of the Cikahuripan river is diverted with a Tyrolean weir
into the settling basin and from there conveyed through the headrace
canal along the left side of the road leading to the Dewata Estate,
- at the end of the headrace canal there is a
small storage facility with the function of a forebay,
- the penstock connects the forebay with the two
crossflow turbines in the powerhouse, which is located next to the
joining of the Cikahuripan and Cimeri river,
- the hydropower scheme is run in synchronization
with the diesel generators, whenever the demand exceeds the
possible supply from the hydropower scheme.

* Click to enlarge |
The “design flow” of the Cikahuripan river is 600
l/s and it is available during 157 days (43%) of an average year.
The minimum storage inflow of 260 l/s is available during 282 days
(77%). This means, that with the planned storage size of 2.275 m2
and the current tea production practices it is possible to cover the
full electrical load with the hydropower scheme alone during at
least 60% of an average year. If during critical periods in the dry
season, only green and Japanese tea, but no black tea is produced,
it is possible to reach full hydropower coverage during 77% of an
average year.
During the remaining time of the year the hydropower scheme is
operated alternately with the diesel generators. The length of the
periods during which it is possible to cover the full load with
hydropower then depends on the flow available and the actual load.
Design of the hybrid hydropower/diesel system
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Set-up |
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Design Characteristics |
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Design flow: 600 l/s
(Cikahuripan)
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Gross head: 65 m
(full storage)
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Net head: 62 m
(full storage)
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Design capacity: 240 kW
(2x120 kW)
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Storage size: 2.275 m3
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Energy Output Hydropower Plant |
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Energy Output Diesel Generator |
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Penstock |
Spiral welded, 6 mm wall thickness, 600 mm
diameter, 200 m length
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Turbines |
Two 120 kW crossflow turbines T14
model
(P.T. Heksa Prakarsa Teknik, Bandung)
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Coupling
Fly-wheel |
Direct coupling
one, 600 kg
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Generators |
two 165 kVA generators
(Hitzinger, Austria)
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Controller |
Digital control system DTC 14, remote
control from factory power house
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Civil works were executed by a local contractor
using workmen from the tea estate and neighboring villages. Building
materials for stone masonry were obtained from the nearby local
area.
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P.T. Hadie Dayanaputra,
Bandung
The contractor in charge of excavation, civil works, etc.
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ENTEC AG
The Swiss engineering consultants assisting in design
and construction |
P.T. Heksa Prakarsa Teknik,
Bandung
The manufacturer of the turbine and steel structures |
With the exception of imported generators and control electronics,
all other equipment of the plant has been produced locally e.g. the
turbines and steel structures by PT. Heksa in Bandung. The “local
content” in the costs was more than 80%, which made it possible for
the tea estate PT. Chakra to finance the investment from the
internal revenue.
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