MERCURY LOADING Sample Clauses

MERCURY LOADING. To resolve the questions on mercury loads (see SFBRWQCB June 2017 letter), statistical analyses will be conducted to understand the relationships between mercury concentration, suspended solids, and instantaneous flow. The following plots will be constructed: • Plot of instantaneous flow, mercury concentration, and suspended sediment concentration versus time for each sampled storm event. • Plot of mercury and suspended sediment concentration versus instantaneous flow for each sampled storm event, and for all combined events. • Plot of mercury versus suspended sediment for all storm events. Tetra Tech will develop regressions of suspended sediment and total mercury against concurrently measured flow during each storm event. These regressions will be used to develop a predictive relationship between these variables to allow calculation of mercury loading during the storm. Similar to the approach used in the cycle 1 five-year report (AECOM 2017), the regressions will be used to predict instantaneous mercury loads for each 15-minute period. These instantaneous loads will then be summed over the period of the storm to estimate the total storm load. These regressions can then be applied to the instantaneous flow data collected at the USGS gage (#11169025) to provide estimates of loading during storms that were not measured. Tetra Tech will use flow data from the lower portions of each tributary to the Xxxxxxxxx River, and from the upper watershed (USGS Gage #11167800) to assess the relative contribution of urban and legacy mining loads to the total load at Highway 101. The project team will prepare an analysis of the XxXxx et al. (2017) criteria relative to storm flow at the USGS gage at Highway 101 for large storms that occur during cycle 2 of the monitoring program. This analysis will allow the criteria to be better defined.
Sample 1
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