A. Przepiora et al., CALCIUM-SULFATE AS A FLOCCULANT TO REDUCE SEDIMENTATION BASIN WATER TURBIDITY, Journal of environmental quality, 26(6), 1997, pp. 1605-1611
A high-suspended solids load in surface waters is one of the biggest w
ater quality problems in the Piedmont region of the southeastern USA.
Sedimentation basins at construction sites are designed to reduce susp
ended solids in discharged water, but they are not effective in reduci
ng turbidity, A survey of sedimentation basin water at two urban const
ruction sites showed that turbidity levels during a 9- to 12-mo period
were always greater than the 50-NTU (nephelometric turbidity units) s
tandard adopted in North Carolina for surface waters. Furthermore, wat
er chemistry varied over time, with pH ranging from 5.8 to 8.9 and ele
ctrical conductivity (EC) ranging from 3.0 to 23.0 mS m(-1). Laborator
y experiments demonstrated that temporal variations in the water chemi
stry were likely caused by contact with concrete and crushed stone. La
boratory flocculation experiments were completed to evaluate the effic
iency of calcium sulfate compounds (hemihydrate, agricultural gypsum,
and phosphogypsum) as chemical flocculants for reducing the turbidity
of sedimentation basin water from two field sites and for different pH
conditions, Moulding plaster (hemihydrate) was a more efficient flocc
ulant than agricultural gypsum and has fewer environmental restriction
s on its use than phosphogypsum, Moulding plaster application rates of
350 to 700 mg L-1 were needed to reduce the turbidity of unstirred se
dimentation basin water to 50 NTU within 3 h after addition of the flo
cculant. To achieve a given turbidity level, less flocculant was requi
red for longer flocculation and settling times, or when sedimentation
basin water had a lower pH.