Peterborough Lift Lock

Peterborough Lift Lock

Front view of the Peterborough Lift Lock
Waterway Trent-Severn Waterway
Maintained by Parks Canada
Operation Hydraulic
First built 1904 (1904)
Latest built 1980s
Length 43 metres (141 ft)
Width 10 metres (33 ft)
Fall 19.8 metres (65 ft 0 in)
Coordinates 44°18′27″N 78°18′03″W / 44.30750°N 78.30083°W / 44.30750; -78.30083Coordinates: 44°18′27″N 78°18′03″W / 44.30750°N 78.30083°W / 44.30750; -78.30083
Designated 1979
Peterborough Lift Lock HDR
Peterborough Lift Lock (side view)
Exhibition of historical lift models at the Peterborough Lift Lock

The Peterborough Lift Lock is a boat lift located on the Trent Canal in the city of Peterborough, Ontario, Canada, and is Lock 21 on the Trent-Severn Waterway.

The dual lifts are the highest hydraulic boat lifts in the world, with a lift of 19.8 m (65 ft). This was a considerable accomplishment in the first years of the 20th century, when conventional locks usually only had a 2 m (7 ft) rise. Currently, the highest boat lift of any type in the world is the lift at Strépy-Thieu in Belgium, opened in 2002.

In the 1980s, a visitor centre was built beside the lock. It offers interactive simulations of going over the lift lock in a boat, and historical exhibits detailing the construction of the lift lock.

Residents and visitors skate on the canal below the lift lock in the winter.

The Peterborough Lift Lock was designated a National Historic Site in 1979,[1][2] and was named an Historic Mechanical Engineering Landmark by the American Society of Mechanical Engineers in 1987.[3]

The Trent-Severn has a similar hydraulic lift lock, the Kirkfield Lift Lock, at its summit near Kirkfield, with basins of the same dimensions, but which has a smaller vertical lift.

Description and operation

The lock has two identical ship caissons (like bathtubs) in which vessels ascend and descend. Both caissons are enclosed at each end by pivoting gates, and there are pivoting gates at the upper and lower reaches of the canal at the junctions with the caissons. The gates on the caissons fit into slots on the gates on the reaches, so that they open in unison.

Each caisson sits on a ram, the shafts for which are sunk into the ground, are filled with water, and are connected with a pipe that has a crossover control valve. The caissons are guided up and down on either side by rails affixed to concrete towers. The caissons with water (1040 m3 or 228,093 imperial gallons) weigh 1,700 tons (1,542 tonnes) and are 140 ft (42.7 m) long, 33 ft (10 m) wide and 7 ft (2.1 m) deep.[4]

No external power is needed: the lift lock functions by gravity alone using the counterweight principle. One caisson always ascends and the other always descends during each locking cycle. When one caisson reaches the top position, it stops 30 cm (12 inches) below the water level of the upper reach, and the control valve is closed;[4] Siemens ultrasonic sensors are used to help determine the 30 cm differential.[5] The upper reach and top caisson gates open, and water flows into the top caisson until the level equalizes. The weight of the extra 30 cm of water is 144 tons (130.6 tonnes), making the total weight of the upper caisson 1,844 tons (1,672.6 tonnes).[4] Any vessels that just ascended in the top caisson exit into the upper reach, and any new vessels making a transit of the lock then enter the bottom or top caisson from the lower or upper reach respectively. Once the vessels are secured, all gates are closed and the crossover valve in the connecting pipe between the ram shafts is opened. Since the upper caisson weighs more than the lower caisson (1,844 vs 1,700 tons), it pushes down on its ram, forcing out water from its shaft via the connecting pipe into the shaft of the bottom caisson. The force pushes up on the bottom caisson's ram, raising the caisson up to the top position. When the gate of the newly descended top caisson and lower reach gates open at the bottom, the extra 30 cm of water flows out and equalizes with the water level in the lower reach of the canal, and any descended vessels exit, allowing the cycle to start over again.[4]

History

The lift lock was designed by Richard Birdsall Rogers, a superintendent of the Trent Canal (part of the Trent-Severn Waterway). In 1896, he travelled to France, Belgium and England to see existing examples in operation.

Part of the reason that the lift lock was built was political. At the time a federal election was taking place and in order to shore up local support the project was fast tracked. In 1896 construction was approved and contractors signed on prior to any real working drawings being ready. The government still fell, and Richard Rogers, who was concerned about his links to the former administration, only released portions of the working drawings bit by bit. It worked, allowing him to remain on the job as the main designer.

The final project included many engineering firsts. It was the first lock to be built out of concrete, and at the time was the largest structure ever built in the world with unreinforced concrete.[6]

Construction was by Corry and Laverdure of Peterborough, which excavated the site and built the concrete towers and lock, and Dominion Bridge Company of Montreal, which completed the metal work including rams, presses and large caissons, and was finished in 1904. The lift lock officially opened to the public to a crowd of thousands on 9 July 1904, and remains in full use today.

See also

References

  1. Peterborough Lift Lock, Directory of Designations of National Historic Significance of Canada
  2. Peterborough Lift Lock. Canadian Register of Historic Places.
  3. "Peterborough Hydraulic (Canal) Lift Lock (1904)". Landmarks. American Society of Mechanical Engineers. Retrieved 2009-01-19.
  4. 1 2 3 4 "Peterborough Lift Lock". Industry Canada. Archived from the original on 2005-04-02. Retrieved 2009-09-21.
  5. "Improved level measurement for historic lift lock". engineeringtalk. Pro-Talk. 2004-09-03. Retrieved 2009-09-21.
  6. Angus, James T. A Respectable Ditch: A History of the Trent-Severn Waterway 1833-1920. McGill-Queens University Press, Montreal and Kingston, 1988.

External links

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