The restoration of the Anderton Boat Lift

Author: Gray, Jamie;Brownrigg, Tim

Date published

N/A

Price

Standard: £10 + VAT
Members/Subscribers: Free

Back to Previous

The restoration of the Anderton Boat Lift

Tag
Author
Gray, Jamie;Brownrigg, Tim
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Gray, Jamie;Brownrigg, Tim

Citation

The Structural Engineer, Volume 81, Issue 20, 2003

Date published

N/A

Author

Gray, Jamie;Brownrigg, Tim

Citation

The Structural Engineer, Volume 81, Issue 20, 2003

Price

Standard: £10 + VAT
Members/Subscribers: Free

The Anderton Boat Lift is located on the banks of the River Weaver at Northwich in Cheshire. The lift links the River Weaver Navigation with the Trent and Mersey Canal (T & M), which is 15m higher and runs very close at this location (Fig 1). In 1875 the original hydraulically-driven iron structure was built to speed up the transhipment of goods between the river and canal. In 1908 the lift was converted into an electrically driven mechanical operation by adding a new steel structure over the original lift. The lift continued to operate in this way until its closure in 1983 on safety grounds due to deterioration of the structural elements. This paper describes the recent restoration of the boat lift by British Waterways, back to the original hydraulic method of operation whilst retaining the 1908 structure as a static monument.

Jamie Gray, BEng
Project Engineer, British Waterways North West Region

Tim Brownrigg, BSc, CEng, MICE
Senior Project Engineer, British Waterways North West Region.

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 20

Related Resources & Events

The Structural Engineer
<h4>Verulam</h4>

Verulam

Price – £10
The Structural Engineer
<h4>Optimisation of tapered stress joints for offshore catenary risers</h4>

Optimisation of tapered stress joints for offshore catenary risers

The behaviour and requirements of tapered stress joint marine riser termination systems are not widely understood. The complex structural behaviour coupled with an array of dynamic loadcase requirements can result in over-design. This paper describes a technique for the design of an optimal tapered stress joint, explains the benefits of different materials and investigates the application of design requirements. The technique uses a proprietary software system developed at UMIST for the automated optimisation of tapered stress joints. Nicholas Cunliffe, MEng Manchester Centre for Civil and Construction Engineering, UMIST, PO Box 88, Manchester, M60 1QD Timothy J. McCarthy, PhD Manchester Centre for Civil and Construction Engineering, UMIST, PO Box 88, Manchester, M60 1QD Andrew Trim, PhD MIMechE RTI Energy Systems, Spring, Texas

Author – Cunliffe, Nicholas;McCarthy, Timothy J;Trim, Andrew
Price – £10
The Structural Engineer
<h4>Notices and Proceedings</h4>