North end of Adlingfleet on a winter day
|Adlingfleet shown within the East Riding of Yorkshire|
|OS grid reference|
|• London||150 mi (240 km) S|
|Sovereign state||United Kingdom|
|EU Parliament||Yorkshire and the Humber|
Adlingfleet is located on a minor road which runs along the southern bank of the River Ouse from Swinefleet through Reedness, Whitgift and Ousefleet before turning to the south by Blacktoft Sands RSPB reserve to reach the village. The road continues southwards, to Fockerby and Garthorpe. The county boundary between the East Riding of Yorkshire and North Lincolnshire forms its southern boundary, which crosses the road just to the south of the village centre, follows the eastern edge of the housing, and turns eastwards to reach the River Trent. At its north-eastern tip, the boundary cuts across the mud banks, excluding Trent Falls, the point at which the Trent and the Ouse meet, from its jurisdiction.
All of the surrounding land is low-lying and flat, and is protected from flooding by sea walls along the banks of the Trent to the east and the Ouse to the north. The northern banks are set back from the River Ouse, creating the largest tidal reedbed in England, which is managed by the Royal Society for the Protection of Birds as a haven for wildlife. Before the drainage schemes of the 18th century, much more of the area was saltmarsh, and this has resulted in soils with a low pH and high concentrations of metals, including ochre.
The parish church of All Saints is a Grade I listed building. The building has a cruciform plan, with a nave, a chancel, a south aisle, north and south transepts, and a square tower at the west end. Much of it is 13th century, with some re-used 12th-century doors. The aisle and tower were built in the 15th century, and various amendments were made in 1792–94, in 1828 and in 1955–57. Internally, the building contains a number of monuments, including a very fine knight effigy to a member of the Haldenby family, who died in 1596. 66 yards (60 m) to the south of the church is a raised platform on which stands the remains of a rectory, dating from the mid-13th century. It is grade II* listed, and was constructed of ashlar and coursed rubble by John le Franceys, who was Adlingfleet's rector and also a king's counsellor. The remains, which have not had a roof since the 1970s, and the platform on which they stand, are a scheduled ancient monument, as there are thought to be the remains of other structures below the surface. To the west of the platform is the old vicarage, built by Rev. Tyson in 1796. Some modifications were made in 1835–37 by Rev Erskine Neal. The original structure is in yellow-brown brick, with the 1835 extension in red brick.
Adlingfleet Level is an area of low-lying land covering around 5,000 acres (2,000 ha), near where the River Trent joins the River Ouse. In 1764, landowners contacted the civil engineer John Smeaton, who drew up proposals for a drainage scheme. This formed the basis for an Act of Parliament, which the landowners obtained in March 1767. The Act authorised Drainage Commissioners to be appointed, and they asked Smeaton's colleague, John Grundy, Jr., to act as engineer for the project. David Buffery was the resident engineer and Charles Tate the land surveyor. Grundy made few changes to Smeaton's plans. By July, he had drawn the plans and specifications for the sluice which would connect the main drain to the Trent, and work began on it in August. A contract for the excavation of the main drain was awarded to James Pinkerton and John Dyson in October. This was the first known civil engineering contract for both men, but they went on to work together on a number of schemes, including the Driffield Navigation and the Laneham Drainage project, and seem to have acted as management contractors, organising and supplying labour to these schemes. By April 1769, all the major elements of the project had been completed, and the project had cost around £7,000. The Commissioners retained Buffery, to ensure that some remaining minor works were completed to a satisfactory standard.
On 13 June 1903 the Commissioners asked J Simmons, an engineer from Doncaster, to estimate the cost of a pumping plant, which would be built at the head of the drain. He produced plans and drawings, liaising with suppliers to obtain costings for the pumps. The engine house would have been 18.5 by 30 feet (5.6 by 9.1 m) with a boiler house which was 11 feet (3.4 m) wide. He submitted the scheme to the Commissioners at a meeting in Goole on 30 June, but they decided that it was too costly, and so he produced a revised scheme, which included a 75-foot (23 m) chimney at the engine house. The cost was estimated at £1,452, and another meeting at Goole on 15 July asked him to obtain formal tenders for the engine and pump house. However, the scheme was again considered to be too costly, and the Commissioners wrote to Simmons on 29 July to tell him that it had been cancelled. He invoiced them for 2.5 per cent of the estimate cost, plus travelling expenses, which amounted to £37 1s (£37.05). Following a half-yearly meeting on 10 May 1904, they wrote to say they were willing to pay 10 guineas (£10.50).
After periodic flooding in the 1920s, a survey was made, indicating that the fall on the main drain was around 2 inches per mile (30 mm per km), which was not sufficient for good drainage by gravity. Based on the premise that a pumping scheme had an annual cost for running and maintenance, whereas lowering the cill was essentially a one-time cost, the Commissioners of the Adlingfleet and Whitgift Drainage Board asked for tenders for a new sluice in December 1926. The cill would be 2.5 feet (0.76 m) lower than the existing one, and the contract was for construction of the sluice and work on the drain itself, to make it wider and deeper. Near the sluice, the channel would be 75 feet (23 m) wide at the top, 12 feet (3.7 m) wide at the bottom and 20.5 feet (6.2 m) deep. Decreasing sizes were specified for six sections over its 4-mile (6.4 km) length, with the final section being 10 feet (3.0 m) wide at the bottom and only 1.83 feet (0.56 m) deep. Various bridges would need their foundations lowered and other improvements to be made, while Gill's Close bridge was to be dismantled and not replaced.
The previous sluice was 10 feet (3.0 m) wide, built of masonry, and was in an unstable condition by this time. The new one would be 16 feet (4.9 m) wide, with wing walls making the entire structure 61 feet (19 m) wide. It would be 105 feet (32 m) long, and the cill would be 22.5 feet (6.9 m) below the highest tide level. Construction would be of reinforced concrete, and the sluice would be built slightly to the north of the existing one, so that it could be completed without interrupting the discharge from the drain. Eleven quotations were received, and the contract was awarded to H. Arnold and Son of Doncaster on 15 February 1927, whose estimate was for £13,847. Having built the sluice structure, a new channel was excavated by mechanical excavator, to connect it to the existing drain. On the river side, the new channel was dredged by the Aire and Calder Navigation Company and covered with stone. They had the necessary plant to complete this part of the work. The benefits were expounded by Simmons, the engineers for the work, in an article which appeared in The Concrete Way in 1929, where he stated that following the work, the water levels in winter were several inches below the normal summer levels. In August 1932 Simmons produced a specification for sluice doors to be installed at Willowbank bridge, but they were not installed.
A sluice with pumps was eventually built to the north of Cowlane bridge in Adlingfleet. The control building carries the date 1984 on a large stone built into the walls. Construction of a sewage treatment works next to the sluice was well advanced in 2011. The bridges at Hoggards Lane, Cowlane and Willowbank have been replaced by corrugated steel tubes, backfilled up to the level of the road surface. Mains bridge is still a single arched brick structure, while at the end of the drain, Whinsgate bridge consists of the main brick arch under the A161 road, with arches in both wing walls, which enable tracks to cross Dodds Dyke and Eastoft Drain. The southern track over Eastoft Drain was formerly the course of the Fockerby Branch of the Axholme Joint Railway until its closure in 1965. At the outfall, the pointed gates have gone, replaced by a circular opening through a massed concrete infill, with a flap gate on the outlet side, and a vertical lifting steel gate on the inland side.
Responsibility for the drain changed in 2005, when the Adlingfleet and Whitgift Drainage Commissioners amalgamated with five other Internal Drainage Boards, to become part of the Isle of Axholme Internal Drainage Board. It changed again on 1 April 2011, when the new body amalgamated with three more Internal Drainage Boards to become the Isle of Axholme and North Nottinghamshire Water Level Management Board.
The presence of barriers across waterways has been identified as one of the factors behind the decline in eel populations, and following new regulations introduced in 2009, a study was carried out to assess which catchments bordering the Humber could provide suitable habitat for eels. Those with pumps were eliminated, but eight waterways were identified as possible candidates for the fitting of eel passes to aid eel migration. On Adlingfleet drain, the entrance sluice acted as a barrier, and there was a second barrier at the sluice and pumping station by Cowlane Bridge. Although rectification was deemed to be difficult, the drain was ranked fourth in a list of tributaries that could support the migration of eels and other migratory fish. By May 2011, an innovative fish-flap had been fitted, which does not compromise the flood protection, but allows fish to pass at certain states of the tide.
- Gazetteer — A–Z of Towns Villages and Hamlets. East Riding of Yorkshire Council. 2006. p. 3.
- Nunn, Andy; et al. (2007). "Humber eel management issues: barriers and stocking". University of Hull International Fisheries Institute.
- Nunn, Andy; et al. "Prioritising eel-migration barriers for passage improvements". University of Hull International Fisheries Institute.
- Simmons, George H. (1929). "Land Drainage Outfall Sluice, Trent Falls". The Concrete Way. Copy in Doncaster Archives, ref DY/SIM/3/16.
- Skempton, Sir Alec; et al. (2002). A Biographical Dictionary of Civil Engineers in Great Britain and Ireland: Vol 1: 1500 to 1830. Thomas Telford. ISBN 0-7277-2939-X.
- Ordnance Survey, 1:25000 map, 2006
- "About Blacktoft Sands". RSPB. Retrieved 25 May 2012.
- Nunn 2007, p. 27
- "Documents Online: Adlingfleet", Folio: 326r, 379v, Great Domesday Book; The National Archives. Retrieved 16 December 2011
- Adlingfleet in the Domesday Book. Retrieved 16 December 2011.
- Historic England. "Church of All Saints (1083144)". National Heritage List for England. Retrieved 10 August 2013.
- Historic England. "Church of All Saints, Twin Rivers (165409)". Images of England. Retrieved 10 August 2013.
- Historic England. "Adlingfleet medieval rectory (1016933)". National Heritage List for England. Retrieved 20 November 2014.
- Historic England. "The Old Vicarage (1083152)". National Heritage List for England. Retrieved 20 November 2014.
- Skempton 2002, p. 281
- Skempton 2002, pp. 200, 526–527
- Doncaster Archive Service, Document DY/SIM/3/2
- Doncaster Archive Service, Document DY/SIM/3/4
- Simmons 1929
- Doncaster Archive Service, Document DY/SIM/3/16
- Ordnance Survey, 1:2500 map, 1969
- "Crowle Railways – Axholme Joint Railway". Retrieved 6 May 2012.
- "Welcome". Isle of Axholme IDB. Retrieved 31 May 2011.
- "Internal Drainage Board amalgamations". Association of Drainage Authorities. April 2011. Retrieved 1 June 2011.
- "Release of elvers as barriers come down". Environment Agency. May 2011. Retrieved 31 May 2011.
- Media related to Adlingfleet at Wikimedia Commons