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REFERENCES Deere, D.U., and D.W. Deere (1989). “Rock Quality Designation (RQD) After Twenty Years.” Contract Report No. 6L-89-1, U.S. Army Corps of Engineers. Hubbs, S.A. (1981). “Organic reduction — Riverbank Infiltration at Louisville.” Proceedings, American Water Works Association Annual Conference, St. Louis, Missouri. Kuehn, W., and U. Mueller (2000). “Riverbank Filtration: An Overview.” Journal AWWA, 92(12): 60. National Water Research Institute (1999). Abstracts, International Riverbank Filtration Conference, November 4-5, 1999, Louisville, Kentucky. Schafer, D. (2001). Evaluation of Collector Well Production Capacity B.E. Payne Water Treatment Plant, David Schafer & Associates, Inc., Project Report. Schafer, D. (2000). Hydraulics Analysis of Groundwater Extraction at the B.E. Payne Water Treatment Plant, David Schafer & Associates, Inc., Project Report. Sontheimer, H. (1980). “Experience with Riverbank Filtration Along the Rhine River.” Journal AWWA, 72(7): 386. Wang, J., J. Smith, and L. Dooley (1995). “Evaluation of Riverbank Infiltration as a Process for Removing Particles and DBP Precursors.” Proceedings, American Water Works Association Water Quality Technology Conference, New Orleans, Louisiana. Wang, J.Z., S.A. Hubbs, and R. Song (2002). Evaluation of Riverbank Filtration as a Drinking Water Treatment Process, American Water Works Association Research Foundation Report Number 90922. Wang, J.Z. (2003). Personal communication. DAVID HAAS is a Senior Project Manager with Jordan, Jones & Goulding, Inc., an Atlanta-based consulting firm that offers engineering, management, and planning services. Haas has over 18 years of experience in municipal water supply, treatment, and distribution system projects. Currently, he is the Project Manager for the Louisville Water Company’s 45-million gallons per day riverbank-filtration project at the B.E. Payne Water Treatment Plant in Louisville, Kentucky. He is also a contributing author of Riverbank Filtration: Improving Source-Water Quality, jointly published by Kluwer Academic Publishers and the National Water Research Institute in 2002. Haas received both a B.S. and M.S. in Environmental Engineering from the University of Louisville. He is a Professional Engineer in the States of Georgia, Kentucky, and Tennessee. 15
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 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: 14 The turbidity of well water is t
Page 35 and 36: 18 Riverbank Filtration Suitability
Page 37 and 38: 20 Laterals Alternate Systems In ad
Page 40 and 41: Session 2: Operations Aquifer Stora
Page 42 and 43: that is important when considering
Page 44: was designed to deliver a dose of 1
Page 47 and 48: 30 The Cedar River and its water qu
Page 49 and 50: 32 contaminants from the river to t
Page 52 and 53: Session 3: Hydraulic Aspects Ground
Page 54 and 55: In addition, a comparison of water-
Page 56 and 57: Session 3: Hydraulic Aspects The Us
Page 58: Table 1. Measured Leakance Values D
Page 61 and 62: 44 • River and caisson water temp
Page 63 and 64: 46 the Kentucky side of the river o
Page 66 and 67: Session 3: Hydraulic Aspects Applic
Page 68 and 69: Methodology Transects generally rea
Page 70 and 71: Figure 3. Percentage of treated was
Page 72 and 73: similar in the lake and Wells 3 and
Page 74 and 75: Session 4: Siting Siting and Testin
Page 76 and 77: • Potential for hydraulic testing
Page 78: testing, and a short constant rate
Page 81 and 82: 64 Water-quality management could i
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66 Table 1. Effect of Control Measu
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68 Luckner, L., and W. Nestler (198
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70 as described by Dillon and Liget
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72 In Equation 1, the fraction of r
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74 When the hydraulic conductivity
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76 two-dimensional, finite element-
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78 REFERENCES Barry, D.A., H. Promm
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Session 5: Dynamics The 100-Year Fl
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In Torgau, the water level of the E
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stable water supply for millions of
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88 Protection Zones II IIIa IIIb Lo
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90 REFERENCES Irmscher, R., and I.
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92 The City of Guelph’s supply sy
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94 resulting numerical dispersion o
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96 As an alternative to PHREEQC for
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98 Mathematician EKKEHARD HOLZBECHE
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100 Figure 1. Schematic overview an
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102 Figure 4. Courses of oxygen, ni
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104 Conclusions Biologically mediat
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106 Geohydraulic Characteristics Gr
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108 Problems At several sites (e.g.
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110 Water chemist and treatment eng
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112 and other material in the finis
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114
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116
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118 necessitated because of the afo
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120 Microsphere Removal (log 10 ) 5
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122 REFERENCES Box, G.E., and G.C.
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124 In the above context, research
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126 Table 1. Results from 1999 to 2
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128 Ray, C., G. Melin, and R.B. Lin
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130 Objectives The overall study ob
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132 The contribution of river water
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134 Louisville, Kentucky. Aerobic s
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136 REFERENCES Ballester, N.A., and
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138 experiments. Most of the hydrop
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140 contradiction to the results of
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142
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144 Well 1C is located at the top o
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146 Absorbance (cm -1 ) 0.30 0.25 0
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148
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150 classification. Where bin class
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152 Acknowledgements The authors wo
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154
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156 recharges surface water from th
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158 Acknowledgments Deutsche Forsch
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160 identified by isolating three b
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162
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164 Site Description There are 40 a
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166 Hydrologist JASON VOGEL has bee
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168 supply option when these condit
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170 EXPLANATION Dune Sand NOT TO SC
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172 LEO GENTILE is Senior Hydrogeol
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174 RICHARD BROWN, an Environmental
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176 Wilson et al., 1996; USEPA, 200
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178 Water-quality monitoring during
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180 BILL GOLLNITZ is a Supervisor o
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182 Figure 1. Location of the Dyje
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184 As a result of improvements in
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186 PETR HLAVÍNEK has 20 years exp
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188 the river. This allowed water-s
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190 Microscopic Particulate Analysi
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192
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194 During the field investigation
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196
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198 Site Description The study area
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200 The nitrate content and δ 15 N
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202 Figure 5. Nitrate isotopic comp
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204 Methodology Experimental Sites
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206 REFERENCES Hahn, M.W., and M.G.
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208 a network and linked to a colle
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210 6045 5045 4045 3045 2045 1045 4
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212 Cummulative Distribution 100% 9
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214
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216 forums concerning Endangered Sp
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