Stilling basin design and operation for water quality : field testing, final report.
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2008-06-15
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Edition:Final report; July 2007-June 2008.
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Abstract:Many construction projects involve the need to pump turbid water from borrow pits or other excavations into stilling
basins or sediment bags prior to discharge. The design and operation of these basins needs to be optimized to
provide the best water treatment prior to discharge. This project was designed to provide an evaluation of stilling
basin designs and polyacrylamide (PAM) injection to minimize turbidity in discharged water. A Piedmont subsoil
was mixed with water in a large holding pond which served as a source of the turbid water which was pumped into
the stilling basin. Initial turbidities were in the range of 250-400 nephelometric turbidity units (NTU) in the source
basin. Physical changes to the open basin, both with porous baffles and distribution along the bottom, significantly
reduced turbidity or total suspended solids in the stilling basin, but the highest reduction was only 25%. Chemical
treatment with PAM reduced turbidity and TSS by up to 88% and 84%, respectively, with little effect from the
baffles or bottom spreader. Both types of PAM dosing systems worked well. There was some evidence that flocs
formed after PAM treatment were intercepted by the dam slope. The porous baffle with 10% open pore space was
significantly more effective than the baffle with 45% open pore space, but only when no PAM was added. The
PAM treatments were highly effective and should be relatively simple and economical to use to reduce turbidity in
pumped water.
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