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Before dealing briefly with the history of the four rivers as sources
of power, it may be of value to show how the power was obtained.
The earliest type of Saxon waterwheel was the paddle, set either
horizontally, or vertically in the stream. Practicability and ease
of maintenance caused the vertical paddlewheel to become usual.
(It is interesting to note that the most modern waterwheel, the
turbine is set horizontally.)
A stout frame of timber supported the paddle beside the stream,
the lower third being in the water. Too much water or too little
being usual on so many of our rivers, weirs were built to regularise
the flow; an earth dam strengthened by stones and timbers, a sluice
on the wheel side to deliver the pounded water, and a floodgate
to release excess water, were early improvements, as was the building
of a house over the millworks. This not only kept grain and flour
dry, and helped sustain the vibrations of the wheel, but made a
home for that unpopular man, the miller.
For good reasons it became usual on all but the smallest streams
to build the mill on a side channel cut from the main stream above
the weir, although in some cases it is the river itself which is
diverted through sluices into a side channel.
In each case the pounded water rushes down a ramp to strike the
lower paddles of the wheel; it is shot under the wheel, hence the
name 'Undershot' for the paddle-type wheel.
The water's momentum turns the wheel, and a plentiful supply is
needed. The Undershot Wheel is no more than fifty per cent efficient
at best, but this is unimportant in a simple grist mill having abundant
water.
Another type of wheel, only less ancient than the paddle, is the
Overshot Wheel, which employs not the force of water but its weight.
Water falls from above into so-called 'buckets' on the farther side
of the vertical axis, the resulting imbalance causing the wheel
to turn in the direction of flow.
Water remains in the buckets for about a third of a revolution,
and it is claimed that the Overshot Wheel can be as much as 90 per
cent efficient. Relatively little water is required, but there must
be a good fall or 'head', greater than the wheel's diameter. In
hilly country this presents no problem - a stream can be diverted
over a cliff edge beneath which a wheel has been placed, and only
a short timber flume is needed to being the water over the wheel's
axis.
The Overshot Wheel is sparing of water, but produces relatively
little power; to obtain adequate drive, the wheel must be large
- 12, 15 even 30 feet in diameter. But this necessarily implies
that the 'head' be greater still : if 13 feet of 'head' be required,
the water must be able to fall 13 feet and continue to fall so that
it does not linger at the bottom of the wheel-chamber, thus slowing
or stopping the wheel. As much as 15 feet of fall may be needed,
most of it concentrated at one point, the wheel. How to obtain this
on river whose gradient is less than 15 feet in a mile ?
If, lacking sufficient water for a paddle wheel, a millwright sought
to install an Overshot type, he was obliged to concentrate his fall
by the use of a long millrace. This was cut from the river well
up-stream and practically followed a contour, having only the smallest
gradient, so that at the mill-site the river was well below and
far enough away to permit the making of a pool which the race fed.
The pool was not dug into the meadow - often the gravel terrace
- but was banked up from it, so that the hard-won 'head' was retained.
The mill was built against the end dam of the pool, and water flowed
from the bottom of the pool down a short flume to the wheel. Beyond
the wheel-chamber, the water might well be actually blow river level,
but the tail-race maintained the lesser gradient and was at length
able to discharge into the river at a downstream level.
Considering now the gradients of local rivers, and taking only
the central reaches of each, where most mills have been concentrated.
the following figures are obtained : -
TAME 13 feet lessening to 6 feet in a mile
BLYTHE 16 feet lessening to 5 feet in a mile
COLE 10.5 feet average
REA 26 feet lessening to 10 feet in a mile
It is at once clear that except on the upper Rea a 12-foot Overshot
Wheel would require races between one and two miles in length, which
would be impracticable : such wheels of any great size could not
therefore have been employed. It was possible to compensate for
small diameter by increasing width, as was done at Edgbaston, but
until the later eighteenth century at least the Undershot Wheel
was probably the normal type of installation.
It is certain that whether small Overshot or wasteful Undershot
Wheels were in use, they were unsatisfactory, either because of
inadequate power or lack of water, and since water power was in
greatest demand, and the number of mills sited along every stream
was at peak, in the latter half of the eighteenth century, it is
not surprising that the needed innovations appeared at that time.
John Smeaton conducted a number of experiments into the design
of both windmills and watermills, and his paper on these won him
the Royal Society's medal in 1759. He made windmill sails more efficient,
and improved both the Overshot and Breast Wheels. The latter term
was in use in Tudor times, and referred to a wheel whose buckets
received water at breast height, below the vertical axis, on the
side nearest the inflow, so that the wheel turned against the flow.
Smeaton's development of this type was of particular value on our
rivers, since a smaller 'head' was required ; it was less efficient
than the Overshot, because water remained in the buckets for only
1/4 revolution, and still demanded long races, but there was a considerable
saving, as the diagram shows. Most of the few mill-buildings that
survive are eighteenth century rebuildings and several have Breast
Wheel installations ; they were economical of water, produced adequate
power, and required not impossibly long leats.
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