3. TUTELA DELLE ACQUE (1)

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Corso di consulente tecnico ambientale 2018 COAGULAZIONE-FLOCCULAZIONE Dimensionamento del comparto COAGULAZIONE Coagulante Scelta impiantistica: Miscelazione meccanica M 1 I N OUT Assumendo P trasmessa = 1.542 kW Se η (0.85) è il Rendimento gruppo motore N.B. per temperature più basse μ aumenta →la Potenza da applicare aumenta → conviene adottare un mixer a numero di giri variabile
Corso di consulente tecnico ambientale 2018 Dimensionamento del comparto FLOCCULAZIONE M2 M3 Scelta impiantistica: Miscelazione meccanica in due stadi 1° stadio: 2° stadio: I N OUT 40 m 3 per ciascuno stadio STADIO I: G I : 60 s -1 STADIO II: G I : 30 s -1 NB: anche in questo caso attenzione alle temperature per la μ
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Corso di consulente tecnico ambient
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O O O Ortofosfato OH P OH Pirofosfa
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Il presente contributo interviene s
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TRATTAMENTI PRELIMINARI GRIGLIATURA
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TRATTAMENTI PRIMARI SEDIMENTAZIONE
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TRATTAMENTI SECONDARI FANGHI ATTIVI
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Page 275 and 276: Corso di consulente tecnico ambient
Page 303 and 304: PREMESSA e DATI di PROGETTO Caratte
Page 307 and 308: CALCOLO DELLE PORTATE QUANTITÀ DI
Page 309 and 310: SCHEMA A BLOCCHI FILIERA DI TRATTAM
Page 311 and 312: GRIGLIATURA La grigliatura è un tr
Page 317 and 318: DISSABBIATURA DIMENSIONAMENTO: Gran
Page 319 and 320: DISSABBIATURA Osservazioni: 1) Le p
Page 321 and 322: COAGULAZIONE-FLOCCULAZIONE AGENTI C
Page 323 and 324: COAGULAZIONE-FLOCCULAZIONE FLOCCULA
Page 325: COAGULAZIONE-FLOCCULAZIONE Dosaggio
Page 337 and 338: 3) Spessore del letto filtrante Nor
Page 353: Corso di consulente tecnico ambient
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3. TUTELA DELLE ACQUE (1)

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