kp - phu kham spillway plan & profile
TRANSCRIPT
Knight PiesoldFigure
Ref:
Rev:
PHU KHAM GOLD PROJECT
STAGE 4 TSF SPILLWAY HYDRAULIC DESIGN
SPILLWAY PLAN
PE701-00042/33
3
0
0 200 400 600 800
505
510
515
520
525
530
535
Phu Kham Stage 4 TSF Dam Spillway Model Plan: Spillway Performance Model 03 (PMF only) 15/09/2011
Main Channel Distance (m)
Ele
vatio
n (m
)
Legend
Crit WS (PMF)
WS (PMF)
Ground
Top of Revetment
0+07
.500
0+50
.000
1+00
.000
1+50
.000
2+00
.000
2+50
.000
3+00
.000
3+50
.000
3+63
.615
3+74
.800
3+86
.050
3+97
.300
4+04
.500
4+12
.500
4+20
.500
4+27
.500
4+34
.800
4+42
.375
4+50
.250
4+57
.836
4+66
.300
4+77
.500
4+88
.750
4+96
.299
5+12
.599
5+25
.000
5+37
.500
5+50
.000
5+66
.214
5+80
.214
5+94
.214
6+07
.100
6+50
.000
7+00
.000
PK4 Spillway Main (Rev 1)
1 cm Horiz. = 25 m 1 cm Vert. = 1.5 m
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