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Hydro Power for Future Generations

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Overview

LHE is committed to providing clean energy to fulfill an increasing demand of energy in Indonesia.

Projects

LHE is currently developing several mini hydro power plant in west Sumatera.

Investors

LHE is delighted to discuss an investment opportunities with potential investors.

Regulations

Regulations concerning hydro power plant in Indonesia.

Projects

LHE is currently developing two Mini Hydro Power Plant (MHPP) as IPP projects at the Regency of Pasaman, West Sumatera Province. They are Lubu-1 MHPP and Lubu-2 MHPP.

Locations:
LUBU 1 and LUBU 2 MHPP are both located at one river, Batang Lubu river, at the Regency of Pasaman. It is located approximately 250 km from Padang City, the capital of West Sumatera, which can be reached in around 9 hours by car, driving through the provincial and national roads, which connects Padang City and Bukit Tinggi in West Sumatera Province, to Sibolga Town in the North Sumatera Province.

Potencial of Projects:
LUBU 1 and LUBU 2 MHPP are both in plans for development with a cascade system, aimed to generate maximum power output with the capacity of 2 x 5.00 MW (total of 10.00 MW) each.

LUBU 1 MHPP

Net Head 119 m
Catchment Area +/- 155.65 km²
Annual mean Rainfall 3,000 mm/year
Annual Average Discharge 13.95 m³/sec (Analysis by FJ Mock Method with 31 years rainfall records from 1983-2013, and based on 9 years of daily discharge records on nearest stations)
Maximum Plant Discharge 9.38 m³ (Q 65%)
Minimum Plant Discharge 1.88 m³
Estimated Flood Discharge for design 50 years and 100 years Return Period 705.11 m³/sec and 799.18 m³/sec
Waterway 3.051 km
Turbine Installation 2 x 5.00 MW Francis Type with horizontal shaft
Capacity Energy Output 10.00 MW

LUBU 2 MHPP

Net Head 145 m
Catchment Area +/- 160.43 km²
Annyal mean Rainfall 3,000 mm/year
Annual Average Discharge 14.27 m³/sec (Analysis by FJ Mock Method with 31 years rainfall records from 1983-2013, and based on 9 years of daily discharge records on nearest stations)
Maximum Plant Discharge 7.73 m³ (Q 79%)
Minimum Plant Discharge 1.55 m³
Estimated Flood Discharge for design 50 years and 100 years Return Period 726.76 m³/sec and 823.72 m³/sec
Waterway 3.5 km
Turbine Installation 2 x 5.00 MW Francis Type with horizontal shaft
Capacity Energy Output 10.00 MW

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