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CHAPTER 2: EXPERIMENTAL EQUIPMENT AND METHODS<br />

SUMMARY<br />

An experimental flume was designed and constructed to be<br />

adaptable and <strong>of</strong> sufficient size to allow the study <strong>of</strong> reasonably<br />

scaled sandwave bedforms. The facility was 6.7m in length and<br />

0.45m square cross-section, with perspex side walls and base.<br />

The inlet flow was calmed using Raschig rings which were adjusted<br />

until even flow across the width <strong>of</strong> the flume was achieved. A<br />

series <strong>of</strong> three perspex triangular-cross-section bedforms were<br />

fitted in the working section to model sandwaves.<br />

Experimental techniques concerning fluid and particle<br />

visualisation, particle trajectory analysis and concentration<br />

pr<strong>of</strong>iling, which were applied to particle motions from the crest,<br />

lee and stoss slopes, are also detailed. These techniques were<br />

developed in existing equipment and during a summer visit to HR<br />

Wallingford, where extensive practical trials were carried out<br />

(as detailed in appendix 8).<br />

Suggestions for future modifications to the rig include fitting<br />

a stainless steel pump to prevent water discolouration and<br />

provision <strong>of</strong> permanent flow and depth metering equipment.<br />

2-1

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