RBF_Cover (for eps) - National Water Research Institute

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REFERENCE Koterba, M.T, F.D. Wilde, and W.W. Lapham (1995). Ground-water data-collection protocols and procedures for the National Water-Quality Assessment Program: Collection and documentation of water-quality and samples and related data, U.S. Geological Survey Open File Report 95-399. BRUCE WHITTEBERRY has been a Professional Hydrogeologist for Greater Cincinnati Water Works for the past 5 years. In addition to RBF research, Whitteberry oversees the wellhead protection programs for two well fields and addresses various groundwater quantity and quality concerns for the Greater Cincinnati Water Works. He is one of the Greater Cincinnati Water Works’ representatives for the Hamilton to New Baltimore Ground Water Consortium, and he also oversees the Consortium’s regional groundwater monitoring program, as well as serves in an advisory capacity on groundwater issues. Prior to joining the Greater Cincinnati Water Works, he spent several years in the groundwater industry, both in consulting and in a regulatory capacity. Whitteberry received a B.S. in Geology from Olivet Nazarene University and an M.S. in Hydrogeology from Wright State University. 191
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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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Table 3. Average Distribution of Ri
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Location Number of Sampling Events
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Session 7: Organics Removal Riverba
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uncontaminated groundwater could le
Page 158 and 159: Sacher, F., H.-J. Brauch, and W. K
Page 160 and 161: Session 7: Organics Removal Organic
Page 162 and 163: TOC (mg/L) 9 8 7 6 5 4 3 2 1 Site 1
Page 164 and 165: Conclusions RBF is very effective i
Page 166 and 167: Lunch Presentation Potential Uses o
Page 168 and 169: Session 8: Emerging Contaminants Re
Page 170 and 171: H 3C O O N N H3C N CH3 Cl AMDOPH Be
Page 174 and 175: Results and Conclusion The Santa An
Page 178 and 179: echarge is not well understood. Our
Page 182 and 183: The MS conditions were as follows:
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
Page 194 and 195: that multiple samples should be eva
Page 196 and 197: turbidity. Endospores, Giardia, Cry
Page 198 and 199: Session 9: Public Policy and Regist
Page 200 and 201: For the first phase of the Dyje Pro
Page 202 and 203: Concentration mg.l 1 60 50 40 30 20
Page 204 and 205: Session 11: Case Studies “Lessons
Page 206 and 207: Concentration (mg/L) 35 30 25 20 15
Page 212 and 213: REFERENCES Laszlo , F., and Z. Homo
Page 216 and 217: Figure 2. A sketch of the study are
Page 218 and 219: By analyzing the δ 15 N-NO 3 of si
Page 222 and 223: Microbial growth was weak in all la
Page 226 and 227: Objectives The aim of the study was
Page 228 and 229: 6000 4000 2000 Suspended Solids (mg
Page 230 and 231: REFERENCES American Public Health A
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