www.lapal.org
The Lapal Tunnel
3,795 yards 1798 - 1917

 


The Lapal Heroes :
Tunnels and Tunnellers

The initial surveys for the Dudley No. 2 Canal and its two tunnels at Gorsty and Lappal, were made by Josiah Clowes (1735-1794). First commissioned at the height of Canal Mania (1789-1796), between the eras of James Brindley (1716-1772) and Thomas Telford (1757-1834), Clowes was a prolific consultant engineer whose many credits include the nearby Brandwood Tunnel (352 yds) on the Stratford Canal, the Sapperton Tunnel (3,817 yds) on the Thames & Severn and the distant Foulridge summit Tunnel (1,640 yds) on the Leeds & Liverpool.
Josiah was married for a while to Jane Henshall whose younger sister, Anne Henshall subsequently married James Brindley.
On the death of Josiah Clowes in December 1794 at the age of 59 - his death was probably due to overwork - the two tunnels on the Dudley No. 2 were completed under the supervision of the appropriately-named William Underhill.


The Lapal Tunnel :
a boating drain-pipe ?

At 3,795 yards, the Lapal Tunnel on the Dudley No.2 canal enjoys the distinction of being the fourth longest canal tunnel in Britain. Only the Standedge (5,698 yards) on the Huddersfield Narrow Canal , which was reopened on May 1, 2001 after may years of dormancy, the Strood (3,946 yards) on the Thames & Medway (which is now a railway tunnel!), and Sapperton (3,817 yards) on the Thames & Severn, are longer.

The Lapal Tunnel was built to be a 'legging' tunnel with a small bore of dimensions: 9 feet wide and 9 feet high above the water line. Subsidence, however, reduced this to a mere 7' 6" wide and 6 feet high in places, and was to prove troublesome throughout its operational history. Indeed, although it had only opened in 1798 the tunnel was closed for repairs for 2 months in 1801, and then again for 4 months in 1805. It is known that there were several further temporary closures during its 120 years service, until it was finally closed to navigation in 1917.

The original cross-section profile of the Lapal Tunnel resembled an inverted horse-shoe or n-shape with a flat bottom. This resulted in non-uniform pressures from the rock and marl strata, particularly at the two base right-angles and the vertical sides at about the water-line. The latter bowed inwards in several places to give the tunnel an almost egg-timer or figure-8 profile. This action sometimes dislodged bricks in the ceiling arch allowing soft sand to pour in and plug the tunnel (over a short length).

Construction of the tunnel proved quite difficult, primarily because of mistakes with levels and the soft running sand, and involved the boring of 30 shafts, just one of which survived to serve the tunnel as a vent shaft. Spoil mounds from the excavation process can still be seen at several locations on the Woodgate Valley country park.


Brewin's Pump :
the world's first log-flume ride?

In 1841, an innovative and unusual system was set up by Thomas Brewin in order to reduce boat passage time. Since there was no towpath, passage took up to 4 hours and was achieved by boats being 'legged' through the tunnel; the tunnel having been designed just for this type of transit.

To speed things up, a pump engine was installed near to the Western portal together with a Narrows and Stop Lock at that end, approximately 200 yards before the tunnel mouth.

Boats heading east towards Selly Oak would queue between the gate and the tunnel mouth until departure time. A notice fixed on the wall of the keeper's cottage near to the portal displayed these times together with other information concerning passage through the tunnel. Then, the gate was closed and pumping began thereby creating a current which served to push the boats through the tunnel.

Although there was no gate at the other end of the tunnel, the stop lock at Selly Oak (located at the narrows adjacent to the Birmingham Battery & Metal Company) was closed so that the pumped water accumulated in the pound (i.e. from Halesowen pump to Selly Oak - almost 4 miles in length). Such was the magnitude of the current created by the pump that the level in that pound could reach 6 inches above the normal water level.

Of course the stop lock could still be used during this time so boats could enter or leave the pound at Selly Oak junction.

Boats would by now be starting to accumulate at the California end of the tunnel waiting for east-bound boats to clear, and at the appropriate time they would enter the tunnel. Now, with Selly Oak stop-lock still closed, the paddles were drawn at the Halesowen stop gate and the boats were both drawn and pushed through the tunnel by the reversed water flow. It is probable that boats were still legged through the tunnel to add to the momentum created by the current.

This simple but effective expedient, halved the typical transit time from 4 hours to 2 hours.


A New Tube :
our restoration strategy

Throughout the tunnel's operational life, it is known that several repairs were carried out and so it is a distinct possibility that new sections were constructed at more ample heights than the original bore. Certainly, this was the case with the nearby Gosty Hill tunnel.

Much has been made of the roof fall which resulted in the closure of 1917. However, it should be noted that the decision to close the tunnel was brought about by economic factors, most notably that a modern alternative route to Birmingham was available to traffic and that the limited amounts of money available for maintenance were more prudently spent elsewhere.

The section of the canal between Manor Way and the eastern portal was severed from the system when the bridge over Manor Lane (as it was known at the time) was dismantled during the early 1960s. Spoil from the construction of Manor Way was used to infill that section so that it is now difficult to discern the line that the canal took through the fields to the tunnel mouth. The foundations of the pump house, however, can still be seen close to Lapal Lane South.

At the California portal, the cutting approach to the tunnel and the site of the adjacent brick works was filled with household refuse during the 1970s, and is now a grassed area situated at right angles to Barnes Hill road.

Only an educated guess can be made of the condition of Lapal Tunnel at the present time. It is thought that damage is largely localised and that it is not in as poor a state as was originally feared. The Department of Transport has confirmed that there is no truth in the rumours that the tunnel was pumped with liquid cement during construction of the M5. Some quite recent (1999) but minor movements suggest that one of the long-filled bore holes, may have dropped.

But, taking all factors into consideration, it is currently envisaged that an eventual restoration of the Lapal Tunnel to a safe working feature of the Lapal Canal which allows for the bi-directional passage of  today's motor-powered boats, will require a complete re-bore to modern dimensions using modern materials and construction methods. This can be achieved by 'drilling' along the former tunnel and sp treating it as the 'pilot-hole' for its long-anticipated replacement.

David R. Carson (with additional material by Peter Best and Ged Pakes) - 1999