Thompson Creek Flood Study Report - City of Peterborough

Thompson Creek Detailed Flood Reduction Study
City of Peterborough
Table 4.6.6
Depth of Water for Volume Based Events for Moir Street Area
Street
Segment
#
Fig.
4.3.1
40 mm
1-hour AES
Max. Max
Flow Depth
(m 3 /s) (mm)
60 mm
1-hour AES
Max. Max
Flow Depth
(m 3 /s) (mm)
193 mm
Timmins
Max.
Flow
(m 3 /s)
Max
Depth
(mm)
2801 0.10 40 0.19 54 0.08 37
2802 0.16 50 0.32 67 0.12 43
2803 0.21 58 0.44 74 0.15 47
2804 0.37 80 0.72 104 0.21 65
2805 0.37 81 0.80 108 0.22 66
2807 0.41 84 0.93 115 0.24 68
2808 0.33 186 0.86 264 0.17 146
2809 0.24 165 0.72 247 0.13 132
2811 0.22 159 0.69 243 0.15 139
2812 0.10 46 0.34 77 0.11 48
2813 0.09 35 0.30 58 0.09 35
2814 0.05 31 0.21 48 0.05 28
4. Spencleys Lane, Vinette Street system – this system also drains the south part of
Lisburn Street and a small area of Armour Road to an outfall to the Otonabee
River at the end of Vinette Street. No potential flooding is indicated by the
OTTSWMM model within this system for the 40 mm and 60 mm events.
5. Dunlop Street system – this system also drains a small area of Armour Road to
an outfall to the Otonabee River at the end of Dunlop Street. No potential
flooding is indicated by the OTTSWMM model within this system the 40 mm
and 60 mm events
6. Parkhill Road East system – this system also drains a small area of Armour
Road to an outfall to the Otonabee River near the Parkhill Road bridge. No
potential flooding is indicated by the OTTSWMM model within this system for
the 40 mm and 60 mm events.
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