Advances in Water Treatment and Enviromental Management

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NON-POINT DISCHARGES FROM URBAN AREAS 229Table—Sedimenting aerosols wash-off by NP discharge as a function of dust contentin the air.load down to the limiting level, a programme of NP treatment units must beconsidered. Design of such units can be based on the balance equation of fineparticles build-up and on found relationships (Khvat, 1988), allowing quantitativeevaluation of technogenic components (atmosphere pollution, road cover destruction,soil erosion, etc).Where urban territory is very heterogenerous it is necessary to solve an optimizationproblem, to choose between alternative ways of reducing technogenic polluting loads(minimization of environment-protection costs, giving a prescribed quality of NPdischarge in the water-use section).ReferencesKhvat V M (1983), Reglamentatziya vypuska poverkhnostnogo stoka stoka sgorodskoi territorii v vodnye objekty. Okhrana vod ot zagryazneniyapoverkhnostnym stokom, Sc. proc. VNIIVO, Kharkov, P 3–12.Khvat V M (1986), Planirovanie vodookhrannykh meropriyatii s uchetompoverkhnostnogo stoka, otvodimogo s zastroennykh territorii. Report abstractsof 2nd All-Union Conference: Sovershenstvovanie metodologii upravleniyasozialistichaskim prirodopolzovaniem, v, II, P 319–321.Khvat V M (1988), Analiz antropogennogo vozdeistviya na formirovaniepoverkhnostnogo stoka gorodov. Modelirovanie i kontrol kachestva vod. Se.proc. VNIIVO, Kharkov, p 8089.Nevzorov M I, Nechaevsky M L (1986), Vliyanie neorganizovannogo postupleniyapoverkhnostnogo stoka na effectivnost raboty kommunalnykh ochistnykhsooruzhenii. Report Abstracts of the All-Union Scientific and Technical
230 WATER TREATMENTConference Osnovnye napravleniya razvitiya vodosnabzheniya, ochistkiprirodnykh i stochnykh vod i obrabotka osadka, part II, Kharkov, p 448–450.Prima N G, Goryainov E I, et al. (1983), Vliyanie osazhdayuscheisya tverdoi fazypoverkhnostnogo stoka s gorodskoi territorii na kislorodnyi rezhim malykhrek. Okhrana vod ot zagryazneyiya poverkhnostnym stokorn. Sc. proc. VNIIVO,Kharkov, p 37–41.
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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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76 WATER TREATMENTPublic awareness
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78 WATER TREATMENTcontrol system. T
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80 WATER TREATMENTFIGURE 2
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82 WATER TREATMENTFilter 1 continue
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84 WATER TREATMENTThe tank was cons
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86 WATER TREATMENTThe supernatant l
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Chapter 10PLANT MONITORING ANDCONTR
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PLANT MONITORING AND CONTROL SYSTEM
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106 WATER TREATMENTFIG. 2 COMBINING
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108 WATER TREATMENT- Operational co
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110 WATER TREATMENTFIG. 6 PS1 PUMP
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112 WATER TREATMENThrs to prevent r
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114 WATER TREATMENTDecision support
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Chapter 12GAS LIQUID MIXING AND MAS
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GAS LIQUID MIXING AND MASS TRANSFER
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5. Waste Water Processing Technique
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In summary, to quote reference 10,
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PART IVControl and measurementtechn
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132 WATER TREATMENTThese perceived
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134 WATER TREATMENTSuch deteriorati
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136 WATER TREATMENTresources throug
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138 WATER TREATMENTMobile equipment
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Chapter 14MEASUREMENTS OF MASSTRANS
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MEASUREMENTS OF MASS TRANSFER IN A
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PART VTreatment: innovation andappl
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158 WATER TREATMENTiii)iv)The progr
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160 WATER TREATMENTof its generatio
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162 WATER TREATMENTA last point of
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Chapter 16COLLECTION EFFICIENCY OFL
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COLLECTION EFFICIENCY OF LIQUID/LIQ
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Chapter 17UNDERSTANDING THE FOULING
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FOULING PHENOMENON IN CROSS-FLOW MI
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FOULING PHENOMENON IN CROSS-FLOW MI
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Page 213 and 214: 202 WATER TREATMENTliquid-liquid ex
Page 215 and 216: 204 WATER TREATMENTThe investigatio
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Page 230 and 231: Chapter 21GREEN ENGINEERING: THE CA
Page 232 and 233: GREEN ENGINEERING: THE CASE OF LAND
Page 234 and 235: Chapter 22PREVENTION OF WATERPOLLUT
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Page 242 and 243: Chapter 23THE RIVER FANE FLOWREGULA
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Page 256 and 257: Chapter 24RIBBLE ESTUARY WATER QUAL
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Page 273 and 274: 262 WATER TREATMENT8. THE RESULTS8.
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Page 277 and 278: 266 WATER TREATMENT8.5 RainfallRain
Page 279 and 280: 268 WATER TREATMENTsimultaneously.
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Advances in Water Treatment and Enviromental Management

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