Case Studies1
Bridge Planning Case Studies
Smoky R, Hwy 40 Athabasca R, Hwy 40
N Sask. R, Hwy 22 Red Deer R, Hwy 10
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Smoky River, Hwy 40
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Smoky River, Hwy 40
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Smoky River, Hwy 40
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Smoky River, Hwy 40
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Smoky River, Hwy 40
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Smoky River, Hwy 40
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Smoky River, Hwy 40
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Smoky River, Hwy 40
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Smoky River, Hwy 40
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Smoky River, Hwy 40
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Smoky River, Hwy 40
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Smoky River, Hwy 40
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Smoky River, Hwy 40
R600
R500
R400
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Smoky River, Hwy 40
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Athabasca River, Hwy 40
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Athabasca River, Hwy 40
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Athabasca River, Hwy 40
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Athabasca River, Hwy 40
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Athabasca River, Hwy 40
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Athabasca River, Hwy 40
0
200
400
600
800
1000
1200
1400
1915 1920 1925 1930 1935 1955 1960 1965 1970 1975 1980 1985 1990 1995 2000
Max
imu
m A
nn
ual
Flo
w (
cms)
0
100
200
300
400
500
600
700
800
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Mo
nth
ly F
low
(cm
s)
Mean
Maximum
0.0
1.0
2.0
3.0
4.0
5.0
6.0
0 200 400 600 800 1000 1200 1400
Flow (cms)
Sta
ge
(m)
Design Flow
Mean July Flow
Case Studies22
Athabasca River, Hwy 40
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North Sask. River, Hwy 22
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North Sask. River, Hwy 22
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North Sask. River, Hwy 22
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North Sask. River, Hwy 22
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North Sask. River, Hwy 22
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North Sask. River, Hwy 22
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North Sask. River, Hwy 22
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North Sask. River, Hwy 22
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North Sask. River, Hwy 22
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Red Deer R, Hwy 10
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Red Deer R, Hwy 10
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Red Deer R, Hwy 10
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Red Deer R, Hwy 10
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Red Deer R, Hwy 10
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Red Deer R, Hwy 10