LEADER 05552nam 22015613a 450 001 9910367568903321 005 20250203235431.0 010 $a9783039213061 010 $a3039213067 024 8 $a10.3390/books978-3-03921-306-1 035 $a(CKB)4100000010106057 035 $a(oapen)https://directory.doabooks.org/handle/20.500.12854/45902 035 $a(ScCtBLL)7c5abf8d-9802-4f76-a0f2-a6bcd1c4d078 035 $a(OCoLC)1163811855 035 $a(oapen)doab45902 035 $a(EXLCZ)994100000010106057 100 $a20250203i20192019 uu 101 0 $aeng 135 $aurmn|---annan 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 00$aEfficiency of Bank Filtration and Post-Treatment$fThomas Grischek, Chittaranjan Ray 210 $cMDPI - Multidisciplinary Digital Publishing Institute$d2019 210 1$aBasel, Switzerland :$cMDPI,$d2019. 215 $a1 electronic resource (352 p.) 311 08$a9783039213054 311 08$a3039213059 330 $aRiverbank filtration (RBF) schemes for the production of drinking water are increasingly challenged by new constituents of concern, such as organic micropollutants and pathogens in the source water and hydrological flow variations due to weather extremes. RBF and new technology components are integrated and monitoring and operating regimes are adopted to further optimize water treatment in bank filtration schemes for these new requirements. This Special Issue presents results from the EU project AquaNES "Demonstrating synergies in combined natural and engineered processes for water treatment systems" (www.aquanes.eu). Additionally, papers from other research groups cover the efficiency of bank filtration and post-treatment, advantages and limitations of combining natural and engineered processes, parameter-specific assessment of removal rates during bank filtration, and the design and operation of RBF wells. The feasibility, design, and operation of RBF schemes under specific site conditions are highlighted for sites in the US, India, and South Korea 606 $aHistory of engineering and technology$2bicssc 610 $afloods 610 $aenvironmental monitoring 610 $ariver bank filtration 610 $aheavy metals 610 $ariverside water source 610 $aentrance velocity 610 $aultrafiltration 610 $aonline monitoring 610 $adrinking water treatment 610 $awater treatment 610 $asystem costs 610 $aoptimization 610 $abiofilm 610 $afluorescence excitation-emission matrix 610 $ariverbed 610 $ainorganic chemicals 610 $awell structure remodeling 610 $ariverbank filtration (RBF) 610 $asub-oxic conditions 610 $aelectro-chlorination 610 $aenergy generation 610 $apressure loss 610 $abank filtrate portion 610 $aremoval efficacy 610 $abank filtrate 610 $amanganese 610 $aout/in membrane comparison 610 $apharmaceutical residues 610 $aanalytical method 610 $ahydrochemistry 610 $asubsurface geology 610 $adissolved organic matter 610 $acolumn experiments 610 $astorage tank 610 $agroundwater 610 $aorganic matter composition 610 $awater supply 610 $arural water supply 610 $acollector wells 610 $amirror-image method 610 $asouthern India 610 $agabapentin 610 $amicroorganisms 610 $asite investigation 610 $asmall communities 610 $adecentralized capillary nanofiltration 610 $aPHREEQC 610 $arenewable energy 610 $adroughts 610 $ahydrological trends 610 $abank filtration 610 $afilter cake 610 $asulphate 610 $apoint-bar alluvial setting 610 $ainline electrolysis 610 $aenergy efficiency 610 $aGanga 610 $aclimate change 610 $aturbine 610 $aNakdong River 610 $aorganic matter degradation 610 $aoxypurinol 610 $aslow sand filtration 610 $asuboxic 610 $aPARAFAC-EEM 610 $aKrishna River 610 $awater quality 610 $asmart villages 610 $amicropollutants 610 $aanoxic 610 $adissolved organic carbon (DOC) 610 $aattenuation 610 $aorganic micropollutants 610 $adisinfection 610 $asurface water treatment 610 $anitrate 610 $adrinking water hydropower 610 $apesticides 610 $adisinfection by-products 610 $aDamodar 610 $apathogen barrier 610 $aorganic carbon 610 $asalinity 610 $asustainable water production 610 $aclogging 610 $aYamuna 610 $aLC-OCD 610 $aredox sensitivity 610 $apharmaceuticals 610 $ahigh temperature 610 $aperformance 610 $ariverbank filtration 610 $atrihalomethanes 610 $airon 615 7$aHistory of engineering and technology 700 $aGrischek$b Thomas$01786998 702 $aRay$b Chittaranjan 801 0$bScCtBLL 801 1$bScCtBLL 906 $aBOOK 912 $a9910367568903321 996 $aEfficiency of Bank Filtration and Post-Treatment$94319591 997 $aUNINA