Stage Discharge Rating Curve Three Year Hydrograph Discharge Statistics
Discharge Statistics Sample Concentrations Analyses were determined from three types of samples; grab samples, composite samples and storm samples. Outliers for grab and composite
samples were defined and then removed from the data set (3*STDEV). Comparison of Sample Concentrations Statistical evaluations determined significance
between the sample concentrations of each type of sample and each parameter at WF1 and WF2. An analysis of variance test (ANOVA) was first used in the evaluations The Multiple Range Test was also used to investigate the statistical significances between
the three sample types using a 95% confidence level. Comparison of Sample Concentrations WF1 and WF2 - ANOVA
The grab samples and composite sample concentrations are statistically similar and show minimal variance Mostly, the storm sample concentrations are not equal to composite or grab sample concentrations.
Comparison between WF1 and WF2 Sample Concentrations Three statistical tests were performed to examine the correspondence between
samples collected at WF1 and WF2. The t-test The sign test The signed rank test WF1 compared to WF2
Grab Samples WF1 grab sample concentrations compared to the WF2 grab sample concentrations were all equal with the exception of SO4 concentrations at the 95%
confidence level. WF1 compared to WF2 Composite Samples WF1 composite sample concentrations compared to the WF2 composite sample
concentrations were all equal with the exception of turbidity values at the 95% confidence level. WF1 compared to WF2 Storm Samples
WF1 storm sample concentrations compared to the WF2 storm sample concentrations were all equal at the 95% confidence level.
Loading Estimations Pollutant loading was calculated at both monitoring sites from parameter concentrations and daily average discharge. Loadings were calculated for SRP, NO3-N, TSS, TP, TKN, NH3-N, SO4 and Cl-.
Concentrations from the grab, composite, and storm event samples were used to make the estimation. The periodweighted loading method was used. TSS Loading Storm Events verses Base Flow
Results Reg. 2 Turbidity Standard Base Flow <10 NTU WF1- 11% exceeded base flow target WF2 11% exceeded base flow target
All Flow <19 NTU WF1- 5% exceeded all flow target WF2- 6% exceeded all flow target Storm Samples WF1 81% exceeded all flow target WF2 80% exceed all flow target
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