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Water Quality Variability in a Bioswell and Concrete Drainage Pipe, Southwest Lincoln, Nebraska Jessica Shortino, B.S. University of Nebraska-Lincoln April 29, 2009
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Introduction Determine how effective bioswells are at minimizing the impacts of water runoff Both an underground concrete lined drainage and a bioswell were sampled for certain water quality parameters Contained both surface water and groundwater
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Research Problem Objective Examine water quality variability over time Hypothesis If runoff is filtered through a bioswell, then we will expect to see better water quality
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Review of Literature Bioswells Urban Runoff Water Quality for Wildlife Water Quality for Humans Why it’s Important
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Study Site 2 3 1 4 Bioswell Student Lots Practice Fields Drainage Ditch
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Bioswell Site 1
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Bioswell Site 2
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Bioswell Site 3
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Concrete Site 4
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Testing Methods Hydrolab Dissolved Oxygen pH Water Temperature Total Dissolved Solids Specific Conductance Samples taken 10 times from February 25,2009 to April 22, 2009
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Testing Methods cont. UNL Water Center Total Organic Carbon Chemical Oxygen Demand Samples taken 5 times on: March 4, March 25, April 8, April 10, and April 15, 2009 Alkalinity Stream and Depth Measurements
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Results and Discussion
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Ideal levels are above 5-6 ppm and range from 0-18 ppm Measurements higher at beginning of sampling -Over Saturation -Cold temperatures did not mean lower DO Controlled by: aquatic organisms, consumption of plants, water temperatures, flow, and depth April 10 th was sampled after a rain event DO
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Impacts DO and rate of photosynthesis The highest average for the bioswell was site 1 -Paved Surfaces Impacts of higher water temperature in site 4 Bioswell did not impact water temperatures Water Temperature
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Rainwater pH: 5.6 Neutral pH: 7 Wildlife: 4.5 to 9.5 pH is higher when there is less CO 2 Site 2 had largest pH ranges Bioswell did not impact pH greatly pH
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Levels of 100-200 mg/L will stabilize pH -Nebraska water is between 100-175 mg/L Most readings between normal ranges Bioswell site 1 had most variability Sites containing groundwater had stable alkalinity readings Alkalinity
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Depth Impacts: Water temperature and DO levels Average Depth of Sites: 1: 5.8 cm 2: 6.8 cm 3: 19 cm 4: 6.9 cm Width Impacts: Streamflow, TDS, and DO Site 3 had the most water, which was at end of bioswell Depth & Width
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Sources: soil contamination, road salts, general stormwater runoff Bioswell site 1 had highest average Sites with slower flow decreased TDS Data incomplete since water not deep enough for probe TDS & Specific Conductance
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Pristine: 0-200 S/cm Normal: 200-1,000 S/cm Saline: 1,000-10,000 S/cm Highly correlated to Total Dissolved Solid Bioswell sites within normal ranges Data incomplete since water not deep enough for probe Specific Conductance
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Low readings towards end of sampling because increase in carbon in the water High organic contents means an increase in the growth of microorganisms COD < 5.0 for all samples except on March 4-low temperatures TOC is highly correlated with Total Dissolved Solids and Specific Conductance TOC & COD
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Limitations Data Incomplete Initial survey of site Compounded by dry season Initially thought 4 th site was surface water runoff Can’t make comparison Eight week period Potential for more sampling?
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Conclusions Bioswells can be an effective at protecting some water quality parameters that were tested However, high readings at beginning of sampling
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Conclusions cont. -Underground concrete pipe had more stable ranges -Bioswell needs to be maintained -Bioswell only had some saturated spots More concentrated pollution Bioswell Site 1 Duckweed at Concrete Site 4
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Questions, Comments?
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