TY - JOUR
T1 - Turbidity in highway construction site runoff
T2 - Preparing for numerical effluent limits
AU - Murphy, Holly L.
AU - Morse, Audra N.
AU - Cleveland, Theodore G.
PY - 2014/4/1
Y1 - 2014/4/1
N2 - A numerical turbidity limit that will affect highway construction sites to meet a standard turbidity value in the runoff was to be implemented in 2013. Although the limit appears to be deferred to future permits, this study addresses multiple turbidity issues that are relevant in implementations of numerical limits for construction storm water quality. Background turbidity maps are created to graphically present the natural turbidity background levels in the state of Texas, and those maps are compared with the proposed numerical limit; the median value map is interpreted as supportive of a regionally adjusted numerical limit. The water and solids color effect on turbidity measurement is evaluated, in addition to the use of sample dilution to extend instrument range. Substantial turbidity measurement differences between two different types of turbidimeters (field portable and bench) is explored, and a cause is postulated. Two construction sites were monitored to develop a reasonable protocol for self-reporting, should future permits require such activity. The results suggest that adjustable numerical limits should be used in future permits if such permits require monitoring; water and solids color effects are negligible for intended application; sample dilution can extend instrument range, but diluted samples under-report turbidity; and the selection of instrumentation is nontrivial.
AB - A numerical turbidity limit that will affect highway construction sites to meet a standard turbidity value in the runoff was to be implemented in 2013. Although the limit appears to be deferred to future permits, this study addresses multiple turbidity issues that are relevant in implementations of numerical limits for construction storm water quality. Background turbidity maps are created to graphically present the natural turbidity background levels in the state of Texas, and those maps are compared with the proposed numerical limit; the median value map is interpreted as supportive of a regionally adjusted numerical limit. The water and solids color effect on turbidity measurement is evaluated, in addition to the use of sample dilution to extend instrument range. Substantial turbidity measurement differences between two different types of turbidimeters (field portable and bench) is explored, and a cause is postulated. Two construction sites were monitored to develop a reasonable protocol for self-reporting, should future permits require such activity. The results suggest that adjustable numerical limits should be used in future permits if such permits require monitoring; water and solids color effects are negligible for intended application; sample dilution can extend instrument range, but diluted samples under-report turbidity; and the selection of instrumentation is nontrivial.
KW - Highway construction storm water effluent
KW - Numerical effluent limits
KW - Sample dilution
KW - Turbidity
UR - http://www.scopus.com/inward/record.url?scp=84896351448&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)EE.1943-7870.0000805
DO - 10.1061/(ASCE)EE.1943-7870.0000805
M3 - Article
AN - SCOPUS:84896351448
SN - 0733-9372
VL - 140
JO - Journal of Environmental Engineering
JF - Journal of Environmental Engineering
IS - 4
M1 - 04014007
ER -