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2RBF The National Water Research Institute Presents The Second International Riverbank Filtration Conference Riverbank Filtration : The Future Is NOW! PROGRAM & ABSTRACTS Edited by: GINA MELIN, National Water Research Institute September 16-19, 2003 Hilton Cincinnati Netherlands Plaza ✦ Cincinnati, Ohio USA
Published by the NATIONAL WATER RESEARCH INSTITUTE NWRI-2003-10 10500 Ellis Avenue ✦ P.O. Box 20865 Fountain Valley, California 92728-0865 (714) 378-3278 ✦ Fax: (714) 378-3375 www.NWRI-USA.org
Page 1: 2RBF The National Water Research In
Page 6: Foreword In 1999, the National Wate
Page 9 and 10: vi 1:30 pm Session 3B: Hydraulic As
Page 11 and 12: viii 1:15 pm Session 8: Emerging Co
Page 14 and 15: Acronyms ADA ß-alaninediacetic aci
Page 16: Conference Abstracts
Page 19 and 20: 2 conventional treatment train on c
Page 21 and 22: 4 The Louisville Water Company also
Page 23 and 24: 6 Treatment Capital Cost Annual O&M
Page 25 and 26: 8 design engineers needed to addres
Page 27 and 28: 10 Ohio River Pump Station Collecto
Page 29 and 30: 12 Figure 4. Wet/dry tunnel concept
Page 31 and 32: 14 The turbidity of well water is t
Page 34 and 35: Session 2: Operations Construction
Page 36 and 37: Land Surface lengths of well screen
Page 38: Summary Well systems can be constru
Page 41 and 42: 24 Traditionally, ASR has been used
Page 43 and 44: 26 plans for a pilot-scale bank-fil
Page 46 and 47: Session 2: Operations Evolution fro
Page 48 and 49: Today, Cedar Rapids obtains all of
Page 50: REFERENCES AND ACKNOWLEDGEMENTS The
Page 53 and 54:
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
Page 60 and 61:
Session 3: Hydraulic Aspects Pluggi
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iverbed scouring. This analysis sho
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REFERENCES Schafer, D.C. (2003).
Page 67 and 68:
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
Page 80 and 81:
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
Page 86 and 87:
Session 5: Dynamics Using Models to
Page 88 and 89:
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
Page 122 and 123:
Keynote Presentation Riverbank Filt
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esulted in a significant improvemen
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Fritz, B. (2002). Uferfiltration un
Page 128 and 129:
Session 6: Microorganisms Using Mic
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was independent of finished water t
Page 132 and 133:
Session 6: Microorganisms Transport
Page 134 and 135:
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
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Sacher, F., H.-J. Brauch, and W. K
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Session 7: Organics Removal Organic
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TOC (mg/L) 9 8 7 6 5 4 3 2 1 Site 1
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Conclusions RBF is very effective i
Page 166 and 167:
Lunch Presentation Potential Uses o
Page 168 and 169:
Session 8: Emerging Contaminants Re
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H 3C O O N N H3C N CH3 Cl AMDOPH Be
Page 172 and 173:
Page 174 and 175:
Results and Conclusion The Santa An
Page 176 and 177:
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echarge is not well understood. Our
Page 180 and 181:
Page 182 and 183:
The MS conditions were as follows:
Page 184 and 185:
Session 9: Public Policy and Regula
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FEET 1,000 900 800 700 600 VERTICAL
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The surficial aquifers in Midwester
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Page 192 and 193:
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that multiple samples should be eva
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turbidity. Endospores, Giardia, Cry
Page 198 and 199:
Session 9: Public Policy and Regist
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For the first phase of the Dyje Pro
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Concentration mg.l 1 60 50 40 30 20
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Session 11: Case Studies “Lessons
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Concentration (mg/L) 35 30 25 20 15
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REFERENCE Koterba, M.T, F.D. Wilde,
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REFERENCES Laszlo , F., and Z. Homo
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Figure 2. A sketch of the study are
Page 218 and 219:
By analyzing the δ 15 N-NO 3 of si
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Microbial growth was weak in all la
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Objectives The aim of the study was
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6000 4000 2000 Suspended Solids (mg
Page 230 and 231:
REFERENCES American Public Health A
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