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2RBF The National Water Research In
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Published by the NATIONAL WATER RES
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Foreword In 1999, the National Wate
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vi 1:30 pm Session 3B: Hydraulic As
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viii 1:15 pm Session 8: Emerging Co
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Acronyms ADA ß-alaninediacetic aci
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Conference Abstracts
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2 conventional treatment train on c
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4 The Louisville Water Company also
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6 Treatment Capital Cost Annual O&M
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8 design engineers needed to addres
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10 Ohio River Pump Station Collecto
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12 Figure 4. Wet/dry tunnel concept
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14 The turbidity of well water is t
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Session 2: Operations Construction
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Land Surface lengths of well screen
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Summary Well systems can be constru
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24 Traditionally, ASR has been used
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26 plans for a pilot-scale bank-fil
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Session 2: Operations Evolution fro
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Today, Cedar Rapids obtains all of
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REFERENCES AND ACKNOWLEDGEMENTS The
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36 source of most nitrate detected
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38 Hallberg, G.R., D.G. Riley, J.R.
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40 Two 10-MGD capacity pumps were i
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Session 3: Hydraulic Aspects Pluggi
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iverbed scouring. This analysis sho
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REFERENCES Schafer, D.C. (2003).
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50 TS GWA Tegel TS Wannsee TS Tegel
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52 contains the lowest concentratio
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54 δ 18 O [ 0⁄00 versus Standard
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56 Acknowledgements We would like t
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58 Phase 1 Investigations Once the
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60 pumping is discontinued and the
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Session 4: Siting Water-Quality Man
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Torgau Case Study The highly produc
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The mean concentration in the “mi
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Session 5: Dynamics Using Models to
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source of induced infiltration to t
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affect the amount of contaminant en
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intuitive system behavior. In the c
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entering the well can be carried ou
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Ray, C., T.W. Soong, Y.Q. Lian, and
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82 Riverbank Filtration Near Torgau
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84 drinking-water quality. Drinking
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Session 5: Dynamics Temporal Change
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• Equalization of fluctuating con
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Session 5: Dynamics An Update of th
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Session 5: Dynamics On Bank Filtrat
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Figure 2. Streamlines for two wells
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well galleries near the Unterhavel
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Dinner Presentation Hydraulic Sensi
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conductivity k (especially of the r
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parameter value: Figure 6. Initial
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Keynote Presentation Riverbank Filt
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esulted in a significant improvemen
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Fritz, B. (2002). Uferfiltration un
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Session 6: Microorganisms Using Mic
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was independent of finished water t
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Session 6: Microorganisms Transport
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Session 6: Microorganisms Laborator
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Cryptosporidium are unreliable, lab
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Pathogen Concentration (pathogens/1
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Session 6: Microorganisms Fate of D
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treatment train optimized for turbi
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Acknowledgements We gratefully ackn
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Session 6: Microorganisms Assessmen
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screens along the entire lateral le
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- Page 156 and 157: uncontaminated groundwater could le
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- Page 160 and 161: Session 7: Organics Removal Organic
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- Page 164 and 165: Conclusions RBF is very effective i
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- Page 174 and 175: Results and Conclusion The Santa An
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- Page 178 and 179: echarge is not well understood. Our
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- Page 184 and 185: Session 9: Public Policy and Regula
- Page 186 and 187: FEET 1,000 900 800 700 600 VERTICAL
- Page 188 and 189: The surficial aquifers in Midwester
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- Page 194 and 195: that multiple samples should be eva
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- Page 202 and 203: Concentration mg.l 1 60 50 40 30 20
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- Page 208 and 209: REFERENCE Koterba, M.T, F.D. Wilde,
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- Page 212 and 213: REFERENCES Laszlo , F., and Z. Homo
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- Page 216 and 217: Figure 2. A sketch of the study are
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- Page 226 and 227: Objectives The aim of the study was
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