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Upper Padas

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Particulars

Owner: Sabah Electricity Sdn. Bhd.

Designer: Scott Wilson/Ranhill Bersekutu Sdn Bhd./Utama Jurutera Perunding

Contractor: unknown

Statistics

Type: Gravity

Purpose(s): Hydropower

Reservoir capacity: 221 m3x106

Height: 120 metres

Length: 440 metres

Volume of RCC: 900 m3x103

Total volume: 950 m3x103

Construction Dates

Start of Project: /16 ( 2016)

Start of RCC: /19 ( 2019)

End of RCC: /21 ( 2021)

End of Project: /23 ( 2023)

Country: Malaysia

River: Upper Padas

DMS Co-ordinates: unknown

DD Co-ordinates: unknown

Facings

Upstream

SlopeType
 RCC against formwork (GEVR/GE-RCC)

Downstream

SlopeType
 RCC against formwork (GEVR/GE-RCC)  [stepped face]

Spillway

SlopeType
 Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)