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Acronyms ADA ß-alaninediacetic acid AOC Assimilable organic carbon AOX Adsorbable organic halogen ASR Aquifer Storage and Recovery DBP Disinfection byproduct DOC Dissolved organic carbon DTPA Diethylenetrinitrilopenataacetic acid EDTA Ethylenediaminetetraacetic acid GAC Granular activated carbon GC Gas chromatography GWUDI Groundwater under the direct influence of surface water HAA Haloacetic acid HPI Hydrophilic carbon HPO-A Hydrophobic acids LT2ESWTR Long Term 2 Enhanced Surface Water Treatment Rule MAP Microbially available phosphorous MS Mass spectrometry NASRI Natural and Artificial Systems for Recharge and Infiltration NTA Nitrilotriacetic acid NOM Natural organic matter NPEC Nonylphenolpolyethoxycarboxylate O&M Operation and maintenance PDTA 1.3-propylenedinitrilotetraacetic acid PhAC Pharmaceutically active compound PHREEQC pH redox equilibrium equation RBF Riverbank filtration THM Trihalomethane TOC Total organic carbon USEPA United States Environmental Protection Agency USGS United States Geological Survey UV Ultraviolet xi
xii Units of Measure cfu Colony-forming unit. ft Foot m Meter m 3 /d Cubic meters per day m 3 /s Cubic meters per second MGD Million gallons per day mg/L Milligrams per liter ntu Nephelometric turbidity unit pCi/L Picocurie per liter pfu Plaque-forming unit. µg/L Micrograms per liter
Page 1 and 2: 2RBF The National Water Research In
Page 3 and 4: Published by the NATIONAL WATER RES
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 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
Page 55 and 56: 38 Hallberg, G.R., D.G. Riley, J.R.
Page 57 and 58: 40 Two 10-MGD capacity pumps were i
Page 60 and 61: Session 3: Hydraulic Aspects Pluggi
Page 62 and 63: iverbed scouring. This analysis sho
Page 64:
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
Page 73 and 74:
56 Acknowledgements We would like t
Page 75 and 76:
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
Page 82 and 83:
Torgau Case Study The highly produc
Page 84 and 85:
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
Page 94 and 95:
entering the well can be carried ou
Page 96:
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
Page 104 and 105:
Session 5: Dynamics Temporal Change
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• Equalization of fluctuating con
Page 108 and 109:
Session 5: Dynamics An Update of th
Page 110 and 111:
Session 5: Dynamics On Bank Filtrat
Page 112 and 113:
Figure 2. Streamlines for two wells
Page 114 and 115:
well galleries near the Unterhavel
Page 116 and 117:
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
Page 126 and 127:
Fritz, B. (2002). Uferfiltration un
Page 128 and 129:
Session 6: Microorganisms Using Mic
Page 130 and 131:
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
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Page 178 and 179:
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
Page 190 and 191:
Page 192 and 193:
Page 194 and 195:
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
Page 204 and 205:
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,
Page 210 and 211:
Page 212 and 213:
REFERENCES Laszlo , F., and Z. Homo
Page 214 and 215:
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 220 and 221:
Page 222 and 223:
Microbial growth was weak in all la
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Page 226 and 227:
Objectives The aim of the study was
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6000 4000 2000 Suspended Solids (mg
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REFERENCES American Public Health A
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