Depuración de aguas residuales (manual en inglés)

41 DIMENSIONS & DESIGN ISEA guarantees Floating material removal >90% Outlet qualitative standards as per: INITALY D.lgs 152/99 IN RUROPE Cee 271/91 Designed following DIN 1999 prescriptions automatic oil discharge additional oil storage oil absorbent chamber coalescent filter ACCESSORIES ØE E U H HU HE D ØU a b oil removal oil storage inert material screw-on cover inert material removal ØE E U H HU HE P ØU c d oil removal oil storage inert material screw-on cover inert material removal OIL TRAP Code Item Area ø opp LxP H a b S sed V sed Vr.i. ØE ØU Q Weight HE HU (m2) (cm) (cm) (mm) (mm) (m2) (m3) (m3) (mm) (mm) (l/sec) (Kg) (cm) (cm) 0711/1 400 50 80 80 125 310 0,2 0.09 0.3 110 100 0.2 24 62 58 0711/2 800 100 80 120 125 310 0,2 0.09 0.7 110 100 0.5 29 102 97 0611 D 25 200 110 122 200 310 0,28 0.15 0.9 110 100 1.0 40 95 92 0611/1 1500 300 120 140 200 310 0,28 0.15 1.4 110 100 1.5 53 115 110 0612 2000 400 120 195 200 310 0.28 0.26 1.6 125 125 3.0 75 170 165 0613 3000 500 147 200 200 310 0.44 0.6 2.2 125 125 4.5 100 170 165 0614 4000 600 147 245 200 310 0.44 0.6 3.3 125 125 6.0 120 215 210 0615 6000 1000 215 215 200 400 1.13 1.1 5.2 140 140 10 200 173 168 0616 8000 2000 215 260 200 400 1.13 1.1 7.2 140 140 15 235 217 212 0617 10000 3000 215 300 200 400 1.13 1.3 9.0 160 160 20 300 251 246 0618 15000 4500 225 440 200 400 1.13 1.86 13.5 200 200 30 405 400 394 OIL TRAP - Type “PC” Code Item Area P L H c d S sed V sed Vr.i. ØE ØU Q Weight HE HU (m2) (cm) (cm) (cm) (mm) (mm) (mm) (m3) (m3) (mm) (mm) (l/sec) (Kg) (cm) (cm) 0713 “PC”B1 100 100 78 95 125 310 0.2 0.5 0.5 110 100 0.5 20 73 70 0714 “PC”B2 200 128 78 123 200 310 0.2 1.0 1.0 110 100 1.0 40 99 96 Certified Quality System P A T E N T E D L I C E N C E Manufactured with recyclable material The company has the right to technically modify the system without giving notice. It is possible to equipe the oil trap with an automatic oil discharge and complete the system with an oil absorbent chamber. DESCRIPTION In case of sewer system, final discharge, the oil trap is designed as follows: NG = [(Qr) + (Qs) x (FQs)] x (Fd) Where Qr = rain water on paved surfaces Qs = polluted water coming, for example from car repair shops.The flow is determined on the basis of clea- ning machines FQs = density factor, ranging from 1 to 3, according to the specific weight of the pollutant minimum volume for sand storage is - 650 lt for flows up to 3 lt/s - 2500 lt for flows up to 10 lt/s - to be determined on the basis of specific coefficient for flows higher than 10 lt/s. TIPO PC REMOVAL EFFICIENCY AND TREATMENT GUARANTY www.baygar.com