Case Studies1

Bridge Planning Case Studies

Smoky R, Hwy 40 Athabasca R, Hwy 40

N Sask. R, Hwy 22 Red Deer R, Hwy 10

Case Studies2

Smoky River, Hwy 40

Case Studies3

Smoky River, Hwy 40

Case Studies4

Smoky River, Hwy 40

Case Studies5

Smoky River, Hwy 40

Case Studies6

Smoky River, Hwy 40

Case Studies7

Smoky River, Hwy 40

Case Studies8

Smoky River, Hwy 40

Case Studies9

Smoky River, Hwy 40

Case Studies10

Smoky River, Hwy 40

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Smoky River, Hwy 40

Case Studies12

Smoky River, Hwy 40

Case Studies13

Smoky River, Hwy 40

Case Studies14

Smoky River, Hwy 40

R600

R500

R400

Case Studies15

Smoky River, Hwy 40

Case Studies16

Athabasca River, Hwy 40

Case Studies17

Athabasca River, Hwy 40

Case Studies18

Athabasca River, Hwy 40

Case Studies19

Athabasca River, Hwy 40

Case Studies20

Athabasca River, Hwy 40

Case Studies21

Athabasca River, Hwy 40

0

200

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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

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600

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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

Case Studies23

North Sask. River, Hwy 22

Case Studies24

North Sask. River, Hwy 22

Case Studies25

North Sask. River, Hwy 22

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North Sask. River, Hwy 22

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North Sask. River, Hwy 22

Case Studies28

North Sask. River, Hwy 22

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North Sask. River, Hwy 22

Case Studies30

North Sask. River, Hwy 22

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North Sask. River, Hwy 22

Case Studies32

Red Deer R, Hwy 10

Case Studies33

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