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Fanshawe Dam

The primary purpose of Fanshawe Dam and Reservoir is to assist in flood control efforts to reduce flood damage in the City of London. Throughout most of the year, the amount of water released from the reservoir is the same as the amount of water entering from upstream. During a flood, less water is released than comes into the reservoir, which results in the reservoir gradually filling up as the extra water is stored. After the flood passes, the stored water is gradually released. Although some flooding may still occur, the flood peaks (the highest flood levels) downstream may be reduced by up to 40%.

Hydrology staff use information from several sources to operate Fanshawe Dam and to integrate operations of the three dams on the Thames. Computer models of floods, operating tables, weather data and water level information from above and below the dam enable staff to assess and respond to flood potential and initiate the municipalities’ flood warning systems, if necessary. Many factors affect the severity of flooding, such as snow pack (depth and water content), soil conditions (may be frozen or saturated), temperature (affects snow melt, evaporation and soil moisture) and plant cover (may intercept rainfall). The amount of rain and where it falls is also important. Although London may not receive much precipitation, snowmelt or rainfall in the northern part of the watershed could cause flooding in the city.

Dam Statistics

  • Constructed: 1950 - 1952
  • Cost: $5 million (structure and land)
  • Who paid: Federal government 37.5%, Provincial government 37.5%, UTRCA 25%
    (95% from City of London, 5% from London Township)
  • Drainage area: 1,450 square km
  • UTRCA property around reservoir: 7.3 square km
Reservoir in normal (non-flood) operating conditions Length 6.4 kilometres
Maximum width 0.8 kilometres
Maximum depth 12.5 metres
Surface area 2.61 square kilometres
Storage 12 billion litres
Surface elevation 262.1 metres above sea level
Drop in elevation to river surface 12.1 metres
Reservoir in maximum possible flood conditions (these are projected maximum levels and have not been reached in a flood) Length 12 kilometres
Width 1.4 kilometres
Depth 21.6 metres
Surface area 6.5 square kilometres
Storage 48 billion litres
Highest possible surface elevation 271.3 metres above sea level
Highest recorded surface elevation 270 metres above sea level (March 1977)
Dam & Berm Length of crest 625 metres
Distance from crest to river bed 23.5 metres
Distance from crest to bedrock 30.5 metres
Bridge deck elevation 273.1 metres above sea level
Inspection tunnel elevation 246.3 metres above sea level
Size of sluice gates (6) 9.1 metres square, 33.6 tonnes
Maximum total discharge capacity 3,200 cubic metres/second
Typical summer discharge 4 cubic metres/second
Maximum recorded discharge 654 cubic metres/second (March 1963)

Did you know that . . .

  • 775,023 bags of Portland cement were used in construction of the dam
  • When the dam was constructed, the City of London planned to take its water supply from the reservoir
  • A stairway with 144 stairs descends to an inspection tunnel deep inside the dam
  • A seismograph placed in the inspection tunnel by the University of Western Ontario’s geology department measures over 200 minor earthquakes every year
  • The dam is built on and keyed into bedrock
  • Although historically most of the severe floods on the Thames River system occurred during the spring snow melt, the most severe floods ever recorded (1883, 1937, 1977) occurred in the late spring or fall and were caused by extremely heavy or prolonged rainfall
  • The hydroelectric plant at the base of Fanshawe Dam generates enough power to run 400 households

Safety around Dams (MNR webpage)

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This page was last revised on August 03, 2010.
Copyright © 2010 Upper Thames River Conservation Authority
1424 Clarke Road, London, Ontario, Canada  N5V 5B9 
   tel: 519-451-2800   fax: 519-451-1188
All rights reserved.