LEADER 01694nam2-2200433li-450 001 990000210390203316 005 20180312154657.0 010 $a3-540-58404-8 035 $a0021039 035 $aUSA010021039 035 $a(ALEPH)000021039USA01 035 $a0021039 100 $a20001109d1994----km-y0itay0103----ba 101 0 $aeng 102 $aGW 200 1 $aNetwork and operating sustem support for digital audio and video$e4th International workshop, NOSSDAV '93$eLancaster, U.K., November 3-5, 1993$eproceedings$fD. Shepherd .... [et al.] (eds.) 210 $aBerlin [etc.]$cSpringer-Verlag$dcopyr. 1994 215 $aVIII, 268 p.$cill.$d24 cm. 225 2 $aLecture notes in computer science$v846 410 0$10010020264$12001$aLecture notes in computer science 610 1 $acongressi$alancaster$a1993 610 1 $aelaborazione dei dati$areti di trasmissione$acongressi$a1993 610 1 $aelaborazione in tempo reale$acongressi$a1993 610 1 $atrasmissione delle immagini$acongressi$a1993 676 $a00465$9Architettura delle reti di comunicazione 702 1$aShepherd,$bD. 710 12$aInternational workshop NOSSDAV'93$d4.$eLancaster$f1993$0746265 801 $aSistema bibliotecario di Ateneo dell' Università di Salerno$gRICA 912 $a990000210390203316 951 $a001 LNCS (846)$b0017410$c001$d00103649 959 $aBK 969 $aSCI 979 $c19960112 979 $c20001110$lUSA01$h1714 979 $aALANDI$b90$c20010131$lUSA01$h1018 979 $c20020403$lUSA01$h1629 979 $aPATRY$b90$c20040406$lUSA01$h1615 996 $aNetwork and operating sustem support for digital audio and video$91489274 997 $aUNISA LEADER 04587 am 22005653u 450 001 9910231249103321 005 20230717214230.0 010 $a1-68015-588-1 010 $a1-78040-212-0 035 $a(CKB)3280000000003588 035 $a(EBL)3120877 035 $a(SSID)ssj0001214991 035 $a(PQKBManifestationID)11692204 035 $a(PQKBTitleCode)TC0001214991 035 $a(PQKBWorkID)11182708 035 $a(PQKB)10617496 035 $a(MiAaPQ)EBC3120877 035 $a(WaSeSS)IndRDA00069654 035 $a(EXLCZ)993280000000003588 100 $a20140407d2007 uy| 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aActivated sludge and aerobic biofilm reactors /$fMarcos von Sperling, Department of Sanitary and Environmental Engineering, Federal University of Minas Gerais, Brazil 210 1$aLondon :$cIWA Publishing,$d2007. 215 $a1 online resource (338 p.) 225 1 $aBiological wastewater treatment series ;$vvolume 5 300 $aDescription based upon print version of record. 311 $a1-84339-165-1 320 $aIncludes bibliographical references. 327 $a""Cover""; ""Copyright""; ""Contents""; ""Preface""; ""The authors""; ""1. Activated sludge process and main variants""; ""1.1 Introduction""; ""1.2 Variants of the activated sludge process""; ""2. Principles of organic matter removal in continuous-flow activated sludge systems""; ""2.1 Preliminaries""; ""2.2 Sludge age in activated sludge systems""; ""2.3 Suspended solids concentration in the reactor""; ""2.4 Calculation of the reactor volume""; ""2.5 Substrate removal""; ""2.6 Soluble BOD and total BOD in the effluent""; ""2.7 Sludge digestion in the reactor"" 327 $a""2.8 Recirculation of the activated sludge""""2.9 Production and removal of excess sludge""; ""2.10 Oxygen requirements""; ""2.11 Nutrient requirements""; ""2.12 Influence of the temperature""; ""2.13 Functional relations with the sludge age""; ""3. Design of continuous-flow activated sludge reactors for organic matter removal""; ""3.1 Selection of the sludge age""; ""3.2 Design parameters""; ""3.3 Physical configuration of the reactor""; ""3.4 Design details""; ""4. Design of activated sludge sedimentation tanks""; ""4.1 Types of sedimentation tanks"" 327 $a""4.2 Determination of the surface area required for secondary sedimentation tanks""""4.3 Design details in secondary sedimentation tanks""; ""4.4 Design of primary sedimentation tanks""; ""5. Design example of an activated sludge system for organic matter removal""; ""5.1 Introduction""; ""5.2 Model parameters and coefficients""; ""5.3 Design of the conventional activated sludge system""; ""5.4 Summary of the design""; ""6. Principles of biological nutrient removal""; ""6.1 Introduction""; ""6.2 Nitrogen in raw sewage and main transformations in the treatment process"" 327 $a""6.3 Principles of nitrification""""6.4 Principles of biological denitrification""; ""6.5 Principles of biological phosphorus removal""; ""7. Design of continuous-flow systems for biological nutrient removal""; ""7.1 Biological nitrogen removal""; ""7.2 Biological removal of nitrogen and phosphorus""; ""8. Intermittent operation systems (sequencing batch reactors)""; ""8.1 Introduction""; ""8.2 Principles of the process""; ""8.3 Process variants""; ""8.4 Design criteria for sequencing batch reactors""; ""8.5 Design methodology for sequencing batch reactors"" 327 $a""8.6 Design example of a sequencing batch reactor""""9. Activated sludge for the post-treatment of the effluents from anaerobic reactors""; ""9.1 Design criteria and parameters""; ""9.2 Design example of an activated sludge system for the post-treatment of the effluent from a UASB reactor""; ""10. Biological selectors""; ""10.1 Introduction""; ""10.2 Types of selectors""; ""11. Process control""; ""11.1 Introduction""; ""11.2 Basic concepts of process control""; ""11.3 Dissolved oxygen control""; ""11.4 Solids control""; ""11.5 Monitoring the system"" 327 $a""12. Identification and correction of operational problems"" 410 0$aBiological wastewater treatment series ;$vvolume 5. 606 $aSewage$xPurification 615 0$aSewage$xPurification. 676 $a628.35 700 $aSperling$b Marcos von$0880269 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910231249103321 996 $aActivated sludge and aerobic biofilm reactors$92011869 997 $aUNINA