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5% - eTheses Repository - University of Birmingham

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angle iron (figure 3a,b). The perspex base was bedded down on<br />

putty 1 along these main channels, supported at its middle by a<br />

75mmx50mm joist and at 0.46m intervals either side <strong>of</strong> this joist<br />

by neoprene rubber mounted on 6mmx25mm bars.<br />

Each side was constructed in two 2.75m sections as a rectangle<br />

<strong>of</strong> 38mm angle iron with 6mmx38mm bar at 0.46m intervals. A 2.75m<br />

perspex sheet was bedded on putty and fixed with set pins to the<br />

side piece, the threads being sealed with putty. Two sections<br />

were joined in situ with putty seals to form a side-wall, which<br />

was placed on a putty layer on top <strong>of</strong> the perspex base sheets and<br />

bolted into place. Side arms were added to hold the flume walls<br />

upright under the weight <strong>of</strong> water.<br />

2.2 Suction and discharge tanks<br />

The end tanks were constructed from a number <strong>of</strong> trays formed by<br />

bending and welding 304 stainless steel sheets (figures 4a,b and<br />

figure 5) . The trays were spot-welded together to form a box and<br />

the edges <strong>of</strong> this box tungsten welded to give a watertight seal,<br />

mechanical strength being added with angle iron straps around the<br />

girth <strong>of</strong> each tank. Each tank was then mounted on an angle iron<br />

stool and bolted to the flume with putty added to give a seal.<br />

2.3 Pump and piping<br />

A 12kW cast iron pump with 200mm suction and 150mm discharge<br />

Compound B sealing putty from Braithwaite Ltd, Newport, Gwent.<br />

2-5

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