Advances in Water Treatment and Enviromental Management

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In summary, to quote reference 10, could it be thatGAS LIQUID MIXING AND MASS TRANSFER 127“…mechanical devices, economy of thought or love of concrete have ruled design”.7. Concluding RemarksAs stated at the outset, this paper has not intended to provide deep analysis andinsights into the differences between chemical pharmaceutical processes and wastewater treatment.However, it is hoped that, by setting down the different techniques used in bothindustries, it will prompt members of both, and particularly the water industry,to think about how they might use each other’s expertise and investigate theliterature and other sources of data more fully. If so, the paper will have achievedits purpose.References1. “Gas Dispersion Performance in Fermenter Operation” A.W.Nienow, Chem. Eng. Progress,February 1990.2. “High Intensity In-Line Mass Transfer Equipment, A Collaborative R&D Programme:HILINE. Proposal to Potential Members”. A.J. Green, BHR Group, June 1988.3. “Sorption Characteristics for gas-liquid contacting in mixed vessels” M.Zlokarnik, Adv.in Biochem Eng. 8 134 (1978)4. “The effect of contaminants on the oxygen transfer rate achieved with a plunging jetcontactor” J.A.C.van de Donk, R.G.J.M.Lans, J.M.Smith, 3rd European Conference onMixing, York, BHRA, pp 289–297 (1979).5. “Energy Saving by Fine-bubble Aeration” B.Chambers & G.L.Jones. Water PollutionControl (1985).6. “The Development & site testing of an aerator”, R.King & H.C.Young. Symposium onthe Profitable Aeration of Waste Water, London. BHRA pp 31–54, April 1980.7. “Proceedings of 2nd International Conference on Bioreactor Fluid Dynamics” R. King(ed), Cambridge. BHRA 1988.8. “Proceedings of the 6th European Conference on Mixing”, Pavia, Italy, 1988. Distributedby BHRA.9. “Jet Mixing Design Guide” R.K.Grenville, BHRA (confidential to FMP members).
128 WATER TREATMENT10. “Putting Chemical Engineering into Aerobic Effluent Treatment-2” R.Olley. The ChemicalEngineer, July 1989.11. The aeration of waste water: Basic physical functions”. A.W.Nienow Symposium on theprofitable aeration of waste water, London, BHRA, April 1980, pp1–12.12. “Fermentation reactors”, W.Sittig, Chemtech, Oct.1983, pp 606–613
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ADVANCES INWATER TREATMENTANDENVIRO
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ELSEVIER SCIENCE PUBLISHERS LTDCrow
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PART VI—RIVERS AND RIVER MANAGEME
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FOREWORDThe quality of the environm
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PART IPolicy matters
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ENVIRONMENTAL STEWARDSHIP: THE ROLE
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18 WATER TREATMENTTable 1: Comparis
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EUROPEAN DRINKING WATER STANDARDS 2
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Chapter 3COST ESTIMATION OF DIFFERE
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COST OF DIFFERENT WATER QUALITY PRO
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32 WATER TREATMENTThe Act enabled t
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34 WATER TREATMENTSome of the descr
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36 WATER TREATMENTTable III: Parame
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38 WATER TREATMENT8.3 Deficiencies
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40 WATER TREATMENTAPPENDIXSCHEDULE
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Chapter 5CONTROL OF DANGEROUSSUBSTA
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CONTROL OF DANGEROUS SUBSTANCES IN
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Chapter 6THE GREATER LYON EMERGENCY
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GREATER LYON EMERGENCY WATER INSTAL
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Chapter 7EXPERT SYSTEMS FOR THEEXPL
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EXPERT SYSTEMS FOR PURIFICATION STA
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EXPERT SYSTEMS FOR PURIFICATION STA
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Chapter 8APPLYING TECHNOLOGY TO THE
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APPLYING TECHNOLOGY IN A PRIVATISED
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APPLYING TECHNOLOGY IN A PRIVATISED
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Page 100 and 101: Chapter 10PLANT MONITORING ANDCONTR
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Page 128 and 129: Chapter 12GAS LIQUID MIXING AND MAS
Page 130 and 131: GAS LIQUID MIXING AND MASS TRANSFER
Page 134 and 135: 5. Waste Water Processing Technique
Page 140: PART IVControl and measurementtechn
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Page 152 and 153: Chapter 14MEASUREMENTS OF MASSTRANS
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Page 166: PART VTreatment: innovation andappl
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Page 176 and 177: Chapter 16COLLECTION EFFICIENCY OFL
Page 178 and 179: COLLECTION EFFICIENCY OF LIQUID/LIQ
Page 184 and 185: Chapter 17UNDERSTANDING THE FOULING
Page 186 and 187: FOULING PHENOMENON IN CROSS-FLOW MI
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FOULING PHENOMENON IN CROSS-FLOW MI
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FOULING PHENOMENON IN CROSS-FLOW MI
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Chapter 18ADSORPTION OFTRIHALOMETHA
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ADSORPTION OF TRIHALOMETHANES ON TO
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Chapter 19DEVELOPMENTS IN IONEXCHAN
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DEVELOPMENTS IN ION EXCHANGE DENITR
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200 WATER TREATMENTL m = molar liqu
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202 WATER TREATMENTliquid-liquid ex
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204 WATER TREATMENTThe investigatio
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206 WATER TREATMENTAn additional 14
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208 WATER TREATMENTFig. 7b Concentr
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210 WATER TREATMENTTABLE 1Design pa
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212 WATER TREATMENTTABLE 2Performan
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214 WATER TREATMENTdosing of Calgon
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216 WATER TREATMENTGreen D W & Molo
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Chapter 21GREEN ENGINEERING: THE CA
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GREEN ENGINEERING: THE CASE OF LAND
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Chapter 22PREVENTION OF WATERPOLLUT
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NON-POINT DISCHARGES FROM URBAN ARE
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Chapter 23THE RIVER FANE FLOWREGULA
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RIVER FANE FLOW REGULATION SCHEME 2
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Chapter 24RIBBLE ESTUARY WATER QUAL
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RIBBLE ESTUARY WATER QUALITY IMPROV
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256 WATER TREATMENTThe long term ef
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258 WATER TREATMENTIn the bottom of
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260 WATER TREATMENT7.1 Efficiency o
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262 WATER TREATMENT8. THE RESULTS8.
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264 WATER TREATMENTSS and AramN lev
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266 WATER TREATMENT8.5 RainfallRain
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268 WATER TREATMENTsimultaneously.
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