Richmond Footbridge, Lock and Sluices is a Grade II* listed building in the Richmond upon Thames local planning authority area, England. First listed on 25 May 1983. Footbridge, lock. 13 related planning applications.

Richmond Footbridge, Lock and Sluices

WRENN ID
sleeping-sentry-juniper
Grade
II*
Local Planning Authority
Richmond upon Thames
Constituency
Richmond Park MP: Sarah Olney (LD)
Country
England
Date first listed
25 May 1983
Type
Footbridge, lock
OS grid reference
TQ 170 750
Coordinates
51.46239, -0.31696
Source
Historic England listing

Also on this page: sale history · EPC · related consents · flood risk · radon risk · weather exposure · detailed attributes ↓

Description

Richmond Footbridge, lock, and sluices is a significant structure dated 1891, designed by the engineer F.G.M. Stoney, who held seven patents relating to sluices between 1873 and 1894. The lock-houses were designed by surveyors Hunt and Steward, and the ironwork was produced by Ransome and Rapier of Ipswich. The structure comprises two parallel, five-arched bridges of cast iron, supported by stone piers, with brick and stone lock houses at each end. Each bridge features five flat arches of cast iron, with spandrels lightened and decorated by vertical slots. The stone piers feature round-headed niches with keystones above pointed cutwaters. An elaborate cast iron balustrade extends along the bridges, with lamp standards positioned over the centers of the arches. On each bank, the bridge is raised on a brick base, functioning as a lock keeper's cottage and incorporating a double flight of steps. The overall span measures 348 feet. The central section, spanning 66 feet, incorporates three sluices that can be raised and stowed horizontally between the two bridges. Beneath the outer spans, each 50 feet wide, were initially three parallel lines of rollers, of which only one remains. The bridges provide public walkways, currently closed. A brick and weatherboard toll booth, topped with a fretted canopy, is situated at the upper level on the Surrey side. Richmond Footbridge is historically important in hydraulic engineering, as it represents Stoney's first application of the floating sluice gate principle, and pioneering apparatus for turning the lifted gates into the horizontal position, later utilized in the Manchester Ship Canal (1894) and Aswan Dam (1902).

Richmond Lock, dated 1894, is a five-arched bridge constructed of cast iron upon stone piers, featuring ironwork by Ransome and Rapier of Ipswich, and incorporating “Stoney’s Patent” for associated sluices. The bridge consists of two parallel structures joined by blue brick piers. Each bridge has five flat arches of cast iron with spandrels lightened and decorated by vertical slots. The stone piers are ornamented with niches to keystones above cutwaters. An elaborate cast-iron balustrade runs along the bridges, with lamp standards placed over the centers of the arches. The bridge is raised on both banks on a base of brick and stone, featuring a double flight of steps.

Local climate

Richmond Footbridge, Lock and Sluices sits in one of the driest parts of the UK, with an average of 700 mm of rain a year. This makes it drier than 92% of listed buildings in the UK. Its exposure to wind-driven rain is lower than that of 90% of listed buildings.

It experiences an average of 30 freeze-thaw cycles a year, fewer than 64% of listed buildings. Of these, 13 follow at least 1 mm of rain in the preceding 48 hours. Average temperatures at this location have risen by 0.3°C per decade since 1991.

Averages for 1991–2020; temperature trend 1991–2025. Figures describe the wider area (a grid cell of roughly 10 km), not the individual site. Contains modified Copernicus Climate Change Service information 2026.

More on this building

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  • Full EPC report — heating system, energy costs, size, glazing, construction etc.
  • Sale history — 1 transaction since 2022
  • Related listed building consents — 13 applications
  • Detailed attributes — period, style, materials, features
  • Flood risk assessment
  • Radon risk assessment
  • Weather exposure and heating demand — rain and frost month by month and year by year, wind direction, solar and humidity
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