BOOK
Recent Progress in Slow Sand and Alternative Biofiltration Processes
Rolf Gimbel | Nigel Graham | M. Robin Collins
(2006)
Additional Information
Book Details
Abstract
Slow sand filtration is typically cited as being the first "engineered" process in drinking-water treatment. Proven modifications to the conventional slow sand filtration process, the awareness of induced biological activity in riverbank filtration systems, and the growth of oxidant-induced biological removals in more rapid-rate filters (e.g. biological activated carbon) demonstrate the renaissance of biofiltration as a treatment process that remains viable for both small, rural communities and major cities. Biofiltration is expected to become even more common in the future as efforts intensify to decrease the presence of disease-causing microorganisms and disinfection by-products in drinking water, to minimize microbial regrowth potential in distribution systems, and where operator skill levels are emphasized. Recent Progress in Slow Sand and Alternative Biofiltration Processes provides a state-of-the-art assessment on a variety of biofiltration systems from studies conducted around the world. The authors collectively represent a perspective from 23 countries and include academics, biofiltration system users, designers, and manufacturers. It provides an up-to-date perspective on the physical, chemical, biological, and operational factors affecting the performance of slow sand filtration (SSF), riverbank filtration (RBF), soil-aquifer treatment (SAT), and biological activated carbon (BAC) processes. The main themes are: comparable overviews of biofiltration systems; slow sand filtration process behavior, treatment performance and process developments; and alternative biofiltration process behaviors, treatment performances, and process developments.
Table of Contents
Section Title | Page | Action | Price |
---|---|---|---|
Contents | 5 | ||
Preface | 12 | ||
Author index | 576 | ||
Keyword index | 579 | ||
Part 1: GENERAL OVERVIEW | 15 | ||
1 Integrated comparison of biofiltration in engineered versus natural systems | 16 | ||
2 Removal of microorganisms by slow sand filtration | 25 | ||
3 Assessing the role of the schmutzdecke in pathogen removal in riverbank and slow sand filtration | 34 | ||
4 30 years of RWW’s practical experience with an advanced microbiological water treatment system for Ruhr river water - “the | 43 | ||
5 Advances in hybrid membrane filtration system for drinking water production | 52 | ||
Part 2: SLOW SAND FILTRATION – PROCESS BEHAVIOUR | 61 | ||
6 Chironomid midges: the forgotten water industry engineers? | 62 | ||
7 Role of algal growth and photosynthesis in slow sand filters as an advanced wastewater treatment | 71 | ||
8 Development pattern of filamentous diatom and its condition related with midge larvae in slow sand filter | 79 | ||
9 The effect of water temperature on the slow sand filter process | 85 | ||
10 Mishaps linked to incorrect use of slow sand filters | 89 | ||
11 Dissolved oxygen issues with granular activated carbon sandwich slow sand filtration | 94 | ||
12 Numerical simulation of slow sand filtration and parameter estimation of relevant processes | 106 | ||
13 Use of a novel simulation model to define the behaviour of covered and uncovered slow sand filters | 115 | ||
14 Characteristics of straining of Escherichia coli in saturated porous media | 124 | ||
Part 3: SLOW SAND FILTRATION – TREATMENT PERFORMANCE | 134 | ||
15 The removal of turbidity in a multistage slow sand pilot-plant under challenging conditions | 135 | ||
16 Removal of Cryptosporidium oocysts and Giardia cysts by pilot-scale multi-stage slow sand filtration | 143 | ||
17 Faecal contamination indicator organisms in slow sand filters | 153 | ||
18 Microbiological conditions before and after cleaning in slow sand filters under tropical conditions | 162 | ||
19 Biofiltration of microcystin toxins: an Australian perspective | 172 | ||
20 Removal of cyanobacterial toxins (microcystins) during slow sand and bank filtration | 181 | ||
21 Removal of microcystis aeruginosa and microcystins by slow sand filtration: A pilot scale study | 188 | ||
22 Behavior of selected drugs during slow sand filtration | 198 | ||
23 Down-scaled study of slow sand filtration of secondary effluents | 204 | ||
24 Performance evaluation of three slow sand filters | 216 | ||
Part 4: SLOW SAND FILTRATION – PROCESS DEVELOPMENTS | 222 | ||
25 Impacts of chemical pre-treatment on slow sand filtration | 223 | ||
26 Removal of humic substances in slow sand and in slow sand/activated carbon filtration using ozone and hydrogen peroxide as | 232 | ||
27 Covering slow sand filters; qualitative and operational aspects | 239 | ||
28 Robotic cleaning of slow sand filters improves filter quality | 248 | ||
29 Comparison between traditional and under-water rinsing methods of slow sand filters | 255 | ||
30 Extension of slow sand filter running times by protection layers | 259 | ||
31 Study on the application of alternative filter materials using slow sand filtration | 268 | ||
32 The operation, flow conditions and microbial reductions of an intermittently operated, household-scale slow sand filter | 276 | ||
33 Intermittent slow sand filters for household use – A field study in Haiti | 286 | ||
34 Appropriate technology for the treatment of drinking water in Roche, Tanzania | 291 | ||
Part 5: ALTERNATIVE BIOFILTRATION – PROCESS BEHAVIOUR | 299 | ||
35 Biomass development in biological activated carbon filters | 300 | ||
36 Nutritional versatility of two Polaromonas related bacteria isolated from biological granular activated carbon filters | 310 | ||
37 Biological fouling of structures in roughing filters used prior to slow sand filtration | 319 | ||
38 Influence of hydraulic retention time on the treatment efficiency of a biological aerated filter with shale gravel media | 328 | ||
39 Influence of applied loading on the competition between nitrifiers and heterotrophs in a two-stage submerged biofilter | 336 | ||
Part 6: ALTERNATIVE BIOFILTRATION – TREATMENT PERFORMANCE | 341 | ||
40 The removal of green fluorescent labelled Escherichia Coli by pilot scale drinking water biofilters | 342 | ||
41 Removal and inactivation of waterborne Escherichia Coli by pilot scale drinking water biofilters | 350 | ||
42 Removal of MIB and geosmin by full-scale biological sand filters | 357 | ||
43 Removal of geosmin and MIB in biofilters - on the role of biodegradation and adsorption | 365 | ||
44 Biodegradation of MIB and geosmin in biological sand and BAC filters: acclimation, steady-state and varying influent | 374 | ||
45 Microcystin-LR removal by bench scale biologically-activated-carbon filters | 378 | ||
46 Removal of organic pollutants from micro-polluted source water by O3-BAC process | 389 | ||
47 Iron and manganese removal by multi-stage filtration (MSF) | 394 | ||
Part 7: ALTERNATIVE BIOFILTRATION – PROCESS DEVELOPMENTS | 399 | ||
48 Ozonation/biofiltration for treatment of humic surface water | 400 | ||
49 Ozonation/biofiltration with calcium carbonate as biofilter media | 409 | ||
50 The effect of permanganate preoxidation on biomass nitrification | 417 | ||
51 Integrated biological filtration and reverse osmosis treatment of cold poor quality groundwater on the North American prai | 427 | ||
52 Heterotrophic denitrification in drinking water treatment - results from pilot plant experiments in Mashhad/Iran | 436 | ||
53 A biological filtration process for denitrification with polycaprolactone as solid substrate in a rotating reactor | 446 | ||
54 Biological denitrification of ground water – 8 years full scale experiences with the BIODEN-process | 454 | ||
55 Alternative low density media for use in biological roughing filtration prior to slow sand filtration | 463 | ||
56 Assessment of roughing filtration for pre-treatment of urban wetland waters | 468 | ||
57 Treatment of highly turbid water by direct horizontal roughing filtration (DHRF) | 473 | ||
58 Retention of hygienically relevant microorganisms from storm water effluents by sand filters | 477 | ||
59 Submerged Biological Aerated Filter for Pretreatment of Potable Water in China | 483 | ||
60 Effects of inlet type and reactor style on biological aerated filter backwashing | 487 | ||
61 Intermittent filtration of bacteria and colloids in porous media | 493 | ||
62 Technical evaluation of rainwater harvesting filtration systems in India | 498 | ||
63 Biological filtration of organic solid materials from municipal wastewater with the aerated constructed wetlands | 503 | ||
64 Method for calculation of filtration in layered filters (linear mass exchange kinetics) | 509 | ||
65 Multi-stage filtration (MSF) to prevent biofilm growth in a distribution network | 514 | ||
Part 8: RIVER BANK FILTRATION AND GROUND WATER RECHARGE | 519 | ||
66 Bank filtration and groundwater recharge for treatment of polluted surface waters | 520 | ||
67 Classification of riverbank filtration sites and removal capacity | 531 | ||
68 Efficiency of riverbank filtration considering the removal of pathogenic microorganisms of the River Rhine | 540 | ||
69 Changes in DOC fractions in the flow regime of a riverbank filtration system | 548 | ||
70 Behaviour of Cryptosporidium oocysts and Giardia cysts during artificial groundwater recharge | 553 | ||
71 Assessing the impact of local boundary conditions on the fate of organic micropollutants during underground passage | 562 | ||
72 Deep bed regeneration of infiltration basins | 571 |