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Development of a Depth-Integrated Sample Arm to Reduce Solids ...

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Selbig and Bannerman<br />

sand-sized material. In the absence <strong>of</strong> turbulent eddies, coarse<br />

particles with high specific density become stratified and tend <strong>to</strong><br />

be transported along the bot<strong>to</strong>m <strong>of</strong> the pipe floor. As the energy <strong>of</strong><br />

flow in the pipe increases, sediment concentration and particle<br />

size also increase. However, the distribution <strong>of</strong> coarse particles<br />

may remain stratified. Figures 7a and 7b show the distribution <strong>of</strong><br />

particles in water samples collected during the rising limb and<br />

peak <strong>of</strong> a s<strong>to</strong>rm hydrograph at the parking lot study area. Plots <strong>of</strong><br />

the lower, middle, and upper sub-samples are shown with<br />

corresponding fixed-point samples <strong>to</strong> highlight changing distributions<br />

with water depth. Mean concentrations <strong>of</strong> suspended<br />

sediment for the DISA and fixed-point samplers also are shown <strong>to</strong><br />

provide a correlation and comparison <strong>of</strong> sediment concentration<br />

and particle size with discharge (energy). At the onset <strong>of</strong> flow in<br />

the pipe, when discharge is low, particles are relatively small in<br />

diameter (d50

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