Dispersion Modelling Sample Clauses

Dispersion Modelling. In addition to the water quality monitoring program, an effluent dispersion study was prepared to determine the potential impacts of the tunnel water on the receiving waters of Schooner Pond Cove. The development of the model was dependant on: ⮚ Review of available data; and ⮚ Site specific oceanographic measurements. The parameters of concern at Schooner Pond Cove included iron and zinc. The concentrations of iron and zinc used in the dispersion modelling were based on the results of the water quality sampling program for the period November 7, 2006 to March 12, 2007, i.e., the model input assumed no wastewater treatment. A constant flow rate of 60 L.sec (900 USgpm) was used as it represented the maximum water pumping rate from the tunnels during dewatering. The results of the model were determined as parts per thousand of effluent in the water column. The results of the modelling are provided in Section 4.3.5.4. To determine the site specific oceanographic conditions required for the model, a marine field monitoring program was undertaken between September 6, 2006 and October 11, 2006. The program consisted of deploying two Acoustic Doppler Current Profilers (“ADCPs”) off the Donkin peninsula to collect data on the seawater salinity and current conditions surrounding the peninsula. In addition, temperature profiles were compiled at nine locations around the peninsula in 10 m depths to assess ambient seawater properties. The data from the ADCPs was then used to develop a two-dimensional model of the marine environment and current regime surrounding the Donkin peninsula. The Danish Hydraulic Institute’s MIKE3 model was used for this analysis. The results are referenced in Section 4.3.5.4.
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Related to Dispersion Modelling

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