{"id":1316,"date":"2009-06-10T09:49:18","date_gmt":"2009-06-10T07:49:18","guid":{"rendered":"https:\/\/www.tempco.it\/blog\/?p=1316"},"modified":"2020-10-19T11:28:05","modified_gmt":"2020-10-19T09:28:05","slug":"bilancio-di-concentrazione","status":"publish","type":"post","link":"https:\/\/www.tempco.it\/blog\/1316\/bilancio-di-concentrazione\/","title":{"rendered":"Bilancio di concentrazione"},"content":{"rendered":"

Trattamento delle acque di torre<\/a>
\n<\/a>1. Depositi di sali insolubili
\n<\/a>2. Formazioni biologiche<\/a>
\n3. Corrosione<\/a>
\n4. Fanghi<\/a>
\n5. Formazione di schiuma<\/a>
\nSintomi della formazione di depositi<\/a>
\nRimedi preventivi<\/a>
\nBilancio di concentrazione<\/a>
\nConclusioni<\/a><\/p>\n

 <\/p>\n

La quantit\u00e0 d’acqua di reintegro diminuisce con l’aumentare dei cicli di concentrazione.
\nIl ciclo di concentrazione risulta la misura del grado con cui i solidi disciolti si concentrano nell’acqua di circolazione; questo \u00e8, in effetti, il contrario della quantit\u00e0 percentuale dell’acqua spurgata e si pu\u00f2 anche esprimere come:<\/p>\n

C = ppm cloruri nel circuito (*)\/ppm cloruri nell’acqua di reintegro <\/strong>
\noppure :\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 C = (E + S)\/S<\/strong><\/p>\n

ove: C<\/strong> \u00e8 il fattore di concentrazione
\nE<\/strong> l’acqua evaporata
\nS<\/strong> l’acqua perduta per gli spurghi e per trascinamento
\nSi ottiene che:
\n<\/strong><\/p>\n

S= E\/(C-1) <\/strong><\/p>\n

Posto che: R = E + S<\/strong> rappresenta l’acqua di reintegro, si ricava anche la quantit\u00e0 di acqua che \u00e8 necessario spurgare in rapporto all’acqua evaporata \u00e8:<\/p>\n

R= – EC\/(1-C) = EC\/ (C-1) <\/strong><\/p>\n

Conoscendo la quantit\u00e0 di acqua evaporata, in prima approssimazione calcolabile con la relazione:<\/p>\n

kCal\/h smaltite\/600<\/strong><\/p>\n

e di acqua spurgata, \u00e8 possibile calcolare il fattore di concentrazione effettivo e controllare, attraverso l’analisi dell’acqua ed il calcolo di C con la relazione (*), dal diagramma n. 3, se la quantit\u00e0 di acqua spurgata \u00e8 sufficiente.
\n<\/strong><\/p>\n

\"tabella-4\"<\/strong><\/p>\n

R=<\/strong> Reintegro\/Evaporazioni
\nC<\/strong>= Cicli di Concentrazione
\n<\/strong><\/p>\n

 <\/p>\n

PS. Un sentito grazie a Francesco Russo<\/strong> per la scrupolosa attenzione con cui ci legge e per averci segnalato un errore nelle formule in precedenza riportate nel presente articolo.<\/p>\n","protected":false},"excerpt":{"rendered":"

Trattamento delle acque di torre 1. Depositi di sali insolubili 2. Formazioni biologiche 3. Corrosione 4. Fanghi 5. 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