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Sources and Variability of Cryptosporidium in the Milwaukee River Watershed: An Application of Autom

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Title: Sources and Variability of Cryptosporidium in the Milwaukee River Watershed: An Application of Autom


1
Sources and Variability of Cryptosporidium in the
Milwaukee River Watershed An Application of
Automatic Sampling for Pathogens
Steve Corsi, Rob Waschbusch, John Walker, Jon
Standridge Cooperator Water Environment
Research Foundation
2
Introduction
  • The public has come to expect a safe source of
    drinking water
  • 1993 Cryptosporidium outbreak in Milwaukee
  • 403,000 people fell ill
  • 150 died
  • This incident made Waterborne Cryptosporidium an
    international water quality issue
  • Original source of cryptosporidium was not
    identified
  • Many sources exist in the Milwaukee River
    Watershed

3
Objectives
  • Define relative magnitude and variability of
    Cryptosporidium from major sources
  • Urban land use
  • Agricultural land use
  • Public wastewater discharges (POTW)
  • Characterize contributions by environmental
    factors
  • Hydrograph timing
  • Climatic effects
  • Seasonal variations
  • Develop a model to predict the probability of
    high Cryptosporidium concentrations

4
Milwaukee River Watershed
Monitoring Locations
5
Crypto Sampling Approach
  • 2 years of monitoring
  • Fixed-interval sampling every 4 weeks
  • Event sampling precipitation and snowmelt runoff
    events
  • 2 events sampled per season each year at
    subwatershed sites
  • 6 months per POTW (3-4 events FI)

6
Automatic sampling Techniques Pros and Cons
  • Pros
  • Unattended Sampling
  • Less storm chasing (a better nights sleep)
  • Flow weighted or time based options
  • Hydrograph coverage
  • Represent short term variability
  • Long-term composite
  • Loading computations (Relative source
    contributions)
  • Event-triggered sample collection
  • Flow, turbidity, rain, . . .
  • Telemetry for remote access
  • Reduced labor
  • Cons
  • Start-up equipment and installation costs
  • Fixed location for equipment
  • Point samples rather than integrated over cross
    section
  • Some additional QA/QC requirements

7
Monitoring Station Schematic
8
Additional Instrumentation for other studies
  • Meteorological sensors (wind, solar radiation,
    rainfall)
  • Wave height
  • Fluorometer for dye tracer studies
  • Many other sensors . . .
  • All can be interfaced to datalogger system
  • Used to trigger sampling
  • Used to complement other data in final
    analysis/modeling

9
Monitoring Station
10
Extra Details for Clean Sampling
11
Two years of Data Collection
  • Cryptosporidium concentrations
  • Streamflow
  • Precipitation
  • Turbidity
  • Land-use data
  • Water temperature, pH, conductivity (Underwood
    Creek)

12
Cedar Creek Sampling Periods
13
Underwood Creek Sampling Periods
14
Event Sampling Based onHydrograph Position
15
Results
  • Data preparation (Censored data estimates)
  • Exploratory data analysis
  • Site by site comparison
  • Event loadings
  • Effect of hydrograph position
  • Interevent variability
  • Seasonality of data
  • Probabilistic regression model

16
Percent Occurrence
17
Censored data analysis
  • Using simple substitution can bias the data
  • For this project
  • Estimated values for censored data
  • Assumption of a single statistical distribution
    for each site (lognormal)
  • Procedures defined by Helsel and Cohn (Water
    Resources Research, 1988, Vol 24, No 12, p.
    1997-2004)

18
Censored Value Estimates Underwood Creek
19
Site by Site ComparisonConcentrations
100000
78
28
71
28
16
9
o
10000
x
1000
x
x
Cryptosporidium (oocysts/100L)
100
10
Event FI Cedar Creek
Event FI Underwood Creek
Event FI POTW 1
1
20
Event loadings Cryptosporidium Unit Area Event
Loads
16
16
1000
100
Million Cryptosporidium per square mile
10
1.0
Cedar Underwood Creek
Creek
21
Hydrograph Position Underwood Creek
100000
14
16
21
16
32
o
10000
1000
Cryptosporidium (oocysts/100-L)
100
10
1
Base First Rise Peak Falling Flow Flush
22
Hydrograph position at Other Sites
  • No differences were detected due to hydrograph
    position at
  • Cedar Creek
  • POTW 1

23
Cedar Creek Cryptosporidium Concentration for
Individual Runoff Events
24
Underwood Creek Cryptosporidium Concentration
for individual runoff Events
25
POTW 1 Cryptosporidium Concentration for
individual runoff Events
  • 2 3

26
Seasonal effects
  • Cedar creek had slightly higher concentrations in
    the summer (plt0.05)
  • Underwood Creek and POTW sites did not show a
    seasonal trend
  • No general conclusions on seasonality can be made
    from this study

27
Seasonal Effects From Previous Studies
  • Greater concentrations during
  • Fall and early spring (LeChevallier et al. 2002)
  • Fall and winter (Bodley-Tickell et al. 2002)
  • Winter and summer (Rouquet et al., 2000)
  • Winter and spring (Atherholt et al. 1998)

28
Statistical Model
  • Discriminant function analysis
  • To help determine which variables may explain
    variability
  • Logistic Regression
  • To predict the probability of a high
    Cryptosporidium concentration
  • Performed on
  • combination sites
  • Individual sites
  • Baseflow samples
  • Event samples

29
Independent Variables Used in Statistical Analysis
  • Flow
  • Turbidity
  • Precipitation depth
  • Precipitation intensity (max 5, 15, and 30 min)
  • Antecedent precipitation (1, 3, 5 day)
  • USLE erosivity index
  • Hydrograph position
  • Water temperature, pH, conductance (Underwood
    Creek)
  • Annually cyclical term for seasonality Cos(T),
    Sin(T)

30
Logistic Regression Results
  • Two different equations were most successful in
    predicting high Cryptosporidium concentrations
    (gt300 oocysts/100L)
  • Baseflow periods for both Cedar and Underwood
    Creeks
  • Event periods for Cedar and Underwood Creeks

31
Baseflow Periods
  • Probability of high cryptosporidium increases
    with increasing
  • Turbidity
  • Antecedent precipitation

32
Event periods
  • Probability of high concentrations increases
  • Precipitation intensity
  • Antecedent precipitation
  • During November and January
  • Probability of high concentrations decreases on
  • Falling limb of hydrograph

33
Prediction Accuracy for High Cryptosporidium
Concentraions (gt300 oocyst/100L)
34
Conclusions
  • Concentrations and Unit Area Loads were greater
    at the urban site than the rural or POTW sites
  • Concentrations in subwatersheds were greater
    during runoff periods than during baseflow periods
  • Fixed interval sampling did not represent the
    overall magnitude and variability
  • event samples (more than one) are necessary

35
Conclusions (Continued)
  • Discriminant function analysis and logistic
    regressions can provide predictions of the
    occurrence of high concentrations

36
Daze
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