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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