Selbig and Bannerman sand-sized material. In the absence <strong>of</strong> turbulent eddies, coarse particles with high specific density become stratified and tend <strong>to</strong> be transported along the bot<strong>to</strong>m <strong>of</strong> the pipe floor. As the energy <strong>of</strong> flow in the pipe increases, sediment concentration and particle size also increase. However, the distribution <strong>of</strong> coarse particles may remain stratified. Figures 7a and 7b show the distribution <strong>of</strong> particles in water samples collected during the rising limb and peak <strong>of</strong> a s<strong>to</strong>rm hydrograph at the parking lot study area. Plots <strong>of</strong> the lower, middle, and upper sub-samples are shown with corresponding fixed-point samples <strong>to</strong> highlight changing distributions with water depth. Mean concentrations <strong>of</strong> suspended sediment for the DISA and fixed-point samplers also are shown <strong>to</strong> provide a correlation and comparison <strong>of</strong> sediment concentration and particle size with discharge (energy). At the onset <strong>of</strong> flow in the pipe, when discharge is low, particles are relatively small in diameter (d50
tions in the fixed-point samples generally stayed the same. Incorrect assumptions <strong>of</strong> PSDs in urban s<strong>to</strong>rmwater could have detrimental consequences when sizing treatment devices, such as wet detention ponds. Relationships between sediment concentration, organic content, and PSD in s<strong>to</strong>rmwater quality samples collected in the fixedpoint and DISA were consistent across a range <strong>of</strong> hydraulic conditions. These relationships were duplicated at two geograph- • ical locations with different land7use characteristics, giving confidence in the transferability <strong>of</strong> the results <strong>of</strong> this study <strong>to</strong> other urban run<strong>of</strong>f conveyance systems. Because all samples evaluated as part <strong>of</strong> this study were collected in a field setting, it was not possible <strong>to</strong> compare the results collected from each sampler with a known quantity. Additional research in a controlled labora<strong>to</strong>ry environment could provide the information necessary <strong>to</strong> verify the ability <strong>of</strong> the DISA <strong>to</strong> collect a solids concentration representative <strong>of</strong> the entire water column. Credits The authors thank Becky Carvin <strong>of</strong> the U.S.. Geological Survey (Middle<strong>to</strong>n, Wisconsin) for her tireless efforts in the field. Any use <strong>of</strong> trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Submitted for publication May 3, 2010; revised manuscript submitted September 7, 2010; accepted for publication September 28, 2010. References. Agrawal, Y. C.; Pottsmith, H. C. (2000) Instruments for Particle-Size and Settling Velocity Observations in Sediment Transport. Mar. Geol., 168, 89-114. Bent, G. C.; Gray, J. R.; Smith, K. P.; Glysson; G. D. 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