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Welmore Lake Sluice

Report first posted 26th Mar 2011 , page amended/updated Wednesday, 11 April 2012
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New Sluice to alleviate flooding on A1101 Wash Road?

Welmore Lake is not marked on any maps I have seen, but Welmore Lake Sluice is. The sluice is the most northerly and downstream part of the floodwater storage area on the Ouse Washes (aka Hundred Foot Washes). It is also the most northerly and remotest part of the parish of Welney, accessable by public only by boat or a long walk.

Heavy rainfall in Bedfordshire can result in more water than the River Ouse (aka Great Ouse River) can carry to the sea without overflowing. When the river height reaches a certain level excess water is diverted automatically at Earith into the Old Bedford River and then into the washes, some 19 miles south-west of Welmore Lake sluice. The water then flows through the washes, over the A1101 Wash Road (aka Welney Causeway) at Welney, often making the road impassable, and is held until It can be discharged via the River Delph into the tidal Hundred Foot River (aka New Bedford River) by gravity through the sluice when levels in the tidal river permit.

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A report by the webmaster.

Note, many of the watercourses, sluices and roads in this area have multiple names, or variations in style.
Some (but not necessarly all) alternatives are shown here, sometimes preceeded by the abbreviation "aka" meaning "also known as".
location map 1
There has been a sluice at this point for nearly 200 years (possibly longer, further research pending). A brick one built in 1825 was followed by a reinforced concrete one in 1933, seen below from the outlet side just prior to demolition in 1999.
(Photo courtesy of Tony Smart)
The 1933 sluice just before demolition

 
location map 1
comemorative-stone

EA info sign


The new sluice (below and right) officially "the John Martin Sluice at Welmore Lake" but still commonly called Welmore Lake Sluice, was completed in 1999 after two years work by main contractor Jackson Civil Engneering group and various specialist companies at a cost around £3 million and was officially opened by the local MP, Mrs Gillian Shephard, on 18th April 2000.
The 1999 sluice
The sluice has three sets of gates, each with a verticle lift gate on the inlet side (above, viewed from the River Delph) and a mitre gate (tidal flap) at the outlet (below, from the Hundred Foot River).
The 1999 sluice

An engineering report said there was also an "automatic over-pumping facility" and silt jetting equipment to combat a build up of silt which could otherwise hinder the operation of the gates.

The Environment Agency (EA) claimed that the new sluice would provide speedier discharge of floodwaters, so reducing the time the A1101 is impassable. It is generally felt locally that it has not really helped much, a view opposed by the EA. To be fair to the EA, the problems of increasing siltation in the tidal part of the Ouse and rising sea levels, and a restricted budget are unlikely to allow much of an improvement in the future. The EA carried out major review in 2009 and considered a wide range of options, and it remains to be seen what further action they decide to take.

The 1933 sluice was located south of the earlier one, and the current gates are about 70 metres north of the 1933 one, so probably more or less where the 1825 sluice was, at the junction of the River Delph and the Hundred Foot River.
1999 aerial view of old and new sluices
  The works were carried out in the dry inside a 46 metre diameter sheet piled cofferdam using 16 metre long steel piles.
cofferdam
The cofferdam was restrained by two circular reinforced concrete wallings that also acted as access platforms during construction work. The sluice structure contains 3,500 cubic metres of reinforced concrete and is supported on approximately 170, 18 metre long steel H piles.
 
Issue 16 of the Welney News carried the following excelent article by the Project Manager:
"Welmore Lake Sluice is the only means of evacuating flood water from the Ouse Washes into the tidal Hundred Foot River. The first sluice known to have been built on the site was constructed in 1825 and consisted of four sluiceways spanned by masonry arches. Discharge through the sluice was controlled by timber pointing doors, which closed automatically on high tides to prevent the ingress of saline water into the Washes. The original sluice was replaced in 1933 by a larger structure constructed from reinforced concrete and with steel sheet piling for the side walls. There were only two waterway openings through this sluice, but these were bigger and more efficient than the four openings of the original sluice.

The sluice gates themselves were made of steel, with vertical lift gates controlling the water level in the River Delph on the Washes side, and large counter-balanced flap gates on the tidal side.

To avoid the threat from tidal flooding during the building of the 1933 sluice, the structure was positioned on the Washes side (i.e. upstream) of the original sluice. Although this helped the construction work, it had the adverse affect of moving the sluice further away from its outfall into the tidal river. The 1933 sluice has served the Environment Agency and its predecessors very well, but a continuing major problem has been the build up of silt immediately in front of the tidal flap gates. This occurred whenever the Washes were dry with no flood water being discharged through the sluice.
ln 1996 the then National Rivers Authority made the decision to replace the 1933 sluice with a larger, modern structure, which was to be located as close as possible to the Hundred Foot River in order to minimise the problem of silt build up in front of the tidal doors. At the same time, the sluice's discharge capacity was increased by 50% to reduce the length of time that flood water remained on the Washes. This was achieved by providing three waterway openings instead of the two previously provided. Construction work started on site in July 1997.

Like its 1933 predecessor, the new sluice uses steel vertical lift gates to control the water level in the River Delph. However, this time tidal ingress of saline water will be prevented by the action of large timber pointing doors, similar in principle to those used in the original 1825 sluice.

It is realised that siltation in front of the tidal doors will continue to be a problem, despite the benefits of positioning the new sluice much closer to the tidal river. To combat this problem and to ensure that the tidal doors can always open whenever flood water inside the Washes has to be evacuated, a purpose built system of high-pressure silt jetting nozzles has been incorporated onto each of the tidal pointing doors. This silt jetting equipment will be operated on a regular basis throughout periods when the sluice is not discharging, so avoiding the build up of silt in front of the pointing doors which has been such a problem with the earlier structures.
In addition to the silt jetting, the new sluice incorporates two separate land drainage pumps, to be used for evacuating the last remaining volume of flood water which cannot be discharged by gravity into the tidal Hundred Foot River. This will enable environmentally beneficial target water levels in the River Delph to be achieved and maintained over the spring and summer seasons, providing there are no high flood flows in the Great Ouse during this period that would cause the flood control sluices at Earith to operate.

The 1933 sluice was demolished during August 1999 and the public footpath over it was officially re-routed across the access bridge over the new sluice. This bridge will be strong enough to carry any size of any heavy duty plant or equipment which may be needed to undertake future maintenance work either in the Ouse Washes or to the structure itself.

The reconstruction of Welmore Lake Sluice was substantially completed in early September 1999 and an official opening ceremony is to take place in April 2000.

P Cowie, Project Manager."

Acknowledgements.
General text © Peter Cox, 2010-11
Article by P. Cowie published
in Welney News issue 16.
photo of 1933 sluice from Tony Smart

If you think this report is incorrect, incomplete or unfair, please e-mail the webmaster, and your response will be added.
The pumping facility referred to above has proved increasingly insufficient and most years portable diesel pumps have been needed to assist, so a new pumping station was constructed in 2010 - see link on right for details.

The problems caused by the regular, and sometimes lengthy, flooding of the A1101 at Welney have been debated for many years including in the House of Commons. There are many pages devoted to it on this website - for starters, follow the links on right.
Related pages on this website
Fens, Rivers, Washes: introduction
New pumping station 2010
Wash Road Floods Overview & Status
A question in the House
 
Related pages on other websites
Welmore Lake Sluice updated
 
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