Sabtu, 13 Oktober 2012

PRESENTASI BENDUNG TAMPUR

Presentasi teknis bendung Tampur pada september 2012 di Sirkuit Sentul bersama Max Spacua, Moreno, Mac (Italian)

Flood Mitigation And Potential of
Hydroelectric Power
At The Upstream of Tamiang River
Aceh Province

Description of Tampur PLTA Plan
Location At the border of Gayo Lues District- East Aceh District,
Province of Aceh
Type of Dam Concrete Gravity - Arch Dam
Length of Dam 395 m
Height of Dam 190 m
Width of Dam Crest 15 m
Type of Overflow 2 x Controlled Drum-Gate Spillway
Capacity of Reservoir 2433.23 x 106m3
Area of Inundation 4841 Ha
Maximum Depth of Water 185 m
Name of River Weihni Tampur
Catchment Area 2085 Km2
Potential Head 160 m (Alt-1), 202 m (Alt-2)
Discharge to Run the Turbine 300 m3/det
Number/Type of Turbine 4 x 105.75 MW (Alt-1), 5 x 105 MW (Alt-2)/ Francis
Built Capacity 423 MW, 535 MW
Moreno dan Razuardi Ibrahim, Sentul, 2012

Moreno dan E Gunter, 2012

Moreno, Zul Sotex, Razuardi Ibrahim, E Gunter, Max Sopacua, Max, dan pengusaha energi terbarukan

Razuardi Ibrahim dan Max, 2012

Max dan E Gunter, 2012











Elevation-Area-Volume of Inundation
Tampur Reservoir- 1
Elevation (m) Depth (m)
Area
(Ha)
Area
(x 106 m2)
Volume
(x 106 m3)
Cumulative Volume
(x 106 m3)
110 0 - - 0.00 0.00
130 20 49.00 0.49 3.27 3.27
150 20 145.00 1.45 18.55 21.82
170 20 352.00 3.52 48.19 70.01
190 20 469.00 4.69 81.82 151.83
210 20 959.00 9.59 139.91 291.74
230 20 1,576.00 15.76 250.96 542.70
250 20 2,259.00 22.59 381.46 924.16
270 20 3,128.00 31.28 536.35 1,460.51
285 15 3,984.50 39.85 532.14 1,992.65
295 10 4,841.00 48.41 440.58 2,433.23

PT. Kamirzu
PT. Meidiatama Indokonsult

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