Upload
others
View
1
Download
0
Embed Size (px)
Citation preview
THE VILLAGES OF CROOKWELL, GUNNING, COLLECTOR AND TARALGAFLOODPLAIN RISK MANAGEMENT STUDY AND DRAFT PLAN
Figure 2.14(Sheet 1 of 2)
COLLECTOR TIME OF RISE OF FLOODWATERS
0 4 8 12 16 20
Time (hr)
0
1000
2000
3000
4000D
isch
arg
e (
m³/
s)
[Q01] - UPSTREAM EXTENT OF HYDRAULIC MODEL
0 4 8 12 16 20
Time (hr)
691
692
693
694
695
696
Sta
ge (
m A
HD
)
[Q01] - UPSTREAM EXTENT OF HYDRAULIC MODEL
0 4 8 12 16 20
Time (hr)
0
1000
2000
3000
4000
Dis
ch
arg
e (
m³/
s)
[Q03 + Q04] - MURRAY STREET
0 4 8 12 16 20
Time (hr)
0
100
200
300
400
500
Dis
ch
arg
e (
m³/
s)
[Q05] - FEDERAL HIGHWAY BRIDGE No. 1
LEGEND
PMF
200 year ARI
100 year ARI
20 year ARI
0 4 8 12 16 20
Time (hr)
688
689
690
691
692
693
Sta
ge (
m A
HD
)
[Q03 + Q04] - MURRAY STREET
0 4 8 12 16 20
Time (hr)
688
689
690
691
692
Sta
ge (
m A
HD
)
[Q05] - FEDERAL HIGHWAY BRIDGE No. 1
RL 689.9Deck Level of Crossing
RL 690.3Deck Level of Bridge
NOTE:
1. STAGE AND DISCHARGE HYDROGRAPHS RELATE TO DESIGNSTORMS OF 360 MINUTES DURATION FOR THE 20 - 200 YEAR ARIAND 240 MINUTES DURATION FOR THE PMF.
2. REFER TO FIGURE 2.13 FOR LOCATIONS OF HYDROGRAPHS.
THE VILLAGES OF CROOKWELL, GUNNING, COLLECTOR AND TARALGAFLOODPLAIN RISK MANAGEMENT STUDY AND DRAFT PLAN
Figure 2.14(Sheet 2 of 2)
COLLECTOR TIME OF RISE OF FLOODWATERS
0 4 8 12 16 20
Time (hr)
0
200
400
600
800
Dis
ch
arg
e (
m³/
s)
[Q08] - FEDERAL HIGHWAY BRIDGE No. 2
0 4 8 12 16 20
Time (hr)
687
688
689
690
691
Sta
ge (
m A
HD
)
[Q08] - FEDERAL HIGHWAY BRIDGE No. 2
0 4 8 12 16 20
Time (hr)
0
500
1000
1500
2000
2500
Dis
ch
arg
e (
m³/
s)
[Q06] - DOWNSTREAM EXTENT OF HYDRAULIC MODELEASTERN SIDE OF FEDERAL HIGHWAY
0 4 8 12 16 20
Time (hr)
0
400
800
1200
1600
Dis
ch
arg
e (
m³/
s)
[Q09] - DOWNSTREAM EXTENT OF HYDRAULIC MODELWESTERN SIDE OF FEDERAL HIGHWAY
LEGEND
PMF
200 year ARI
100 year ARI
20 year ARI
0 4 8 12 16 20
Time (hr)
685
685.5
686
686.5
687
687.5
688
688.5
Sta
ge (
m A
HD
)
[Q06] - DOWNSTREAM EXTENT OF HYDRAULIC MODELEASTERN SIDE OF FEDERAL HIGHWAY
0 4 8 12 16 20
Time (hr)
686.5
687
687.5
688
688.5
689
Sta
ge (
m A
HD
)
[Q09] - DOWNSTREAM EXTENT OF HYDRAULIC MODELWESTERN SIDE OF FEDERAL HIGHWAY
NOTE:
1. STAGE AND DISCHARGE HYDROGRAPHS RELATE TO DESIGNSTORMS OF 360 MINUTES DURATION FOR THE 20 - 200 YEAR ARIAND 240 MINUTES DURATION FOR THE PMF.
2. REFER TO FIGURE 2.13 FOR LOCATIONS OF HYDROGRAPHS.
THE VILLAGES OF CROOKWELL, GUNNING, COLLECTOR AND TARALGAFLOODPLAIN RISK MANAGEMENT STUDY AND DRAFT PLAN
Figure 2.18
TARALGA TIME OF RISE OF FLOODWATERS
0 1 2 3 4 5
Time (hr)
0
200
400
600
Dis
ch
arg
e (
m³/
s)
[Q04] - COOPER STREET
0 1 2 3 4 5
Time (hr)
839
840
841
842
843
Sta
ge (
m A
HD
)
[Q04] - COOPER STREET
0 1 2 3 4 5
Time (hr)
0
200
400
600
Dis
ch
arg
e (
m³/
s)
[Q05 + Q06] - WALSH STREET
0 1 2 3 4 5
Time (hr)
0
200
400
600
800
1000
Dis
ch
arg
e (
m³/
s)
[Q13] - HALLS ROAD
LEGEND
PMF
200 year ARI
100 year ARI
20 year ARI
0 1 2 3 4 5
Time (hr)
824
826
828
830
832
Sta
ge (
m A
HD
)
[Q05 - Q06] - WALSH STREET
0 1 2 3 4 5
Time (hr)
789
790
791
792
793
794
Sta
ge (
m A
HD
)
[Q13] - HALLS ROAD
RL 828.3Deck Level of Crossing
NOTE:
1. STAGE AND DISCHARGE HYDROGRAPHS RELATE TO DESIGNSTORMS OF 180 MINUTES DURATION FOR THE 20 - 200 YEAR ARIAND 60 MINUTES DURATION FOR THE PMF.
2. REFER TO FIGURE 2.17 FOR LOCATIONS OF HYDROGRAPHS.