摘要: |
Sediment basins with outlet orifice skimmers are one of forty erosion prevention and sediment control (EPSC) devices that the Tennessee Department of Transportation (TDOT) utilizes to meet regulatory runoff quality permitting requirements at their highway construction sites. Regulations set in place by the US Environmental Protection Agency (US EPA) and Tennessee Department of Environment and Conservation (TDEC) require performance standards that often affect TDOT�s existing design criteria for stormwater control measures (SCM). TDOT needed to update their manual�s engineering design criteria for sediment basins based on new
regulations and modeling/monitoring datasets including field verification.
The goal of this project is to initiate a performance analysis of current TDOT design criteria
for sediment basins, basing the basin sizes on Chapter X of TDOT�s Drainage Manual and the
2013 TDOT Report Engineering Design Guidance for Highway Construction Sediment Basins
by Neff and Schwartz. In the 2013 TDOT Report basin sizes were a developed using hydrology
and sediment models on three key criteria; they were drainage area size, slope, and soil type.
Following the modeling effort, this study monitored the influent and effluent of two separate
highway sites with varying catchment slopes, soil types, and drainage areas. The sites were
located on US64 in Morgan County and I-640 in Knox County. The monitoring devices used at
each site were chosen for the topographic constraints, and included ISCO samplers and/or Pinson
weir buckets. Per each site, the following monitoring data were collected for six and five
collection rainfall events: inlet and outlet water samples, flume sediment deposits, weather data,
and volumetric flow data. The site field data were analyzed to assess basin performance and
characterize particle size variability. |