Depuración de augas residuais (manual en inglés)

33 DIMENSIONS & DESIGN ISEA guarantees Floating material removal efficiency > 90 % Settable substances removal efficiency > 70 % REMOVAL EFFICIENCY AND TREATMENT GUARANTY SEPTIC TANK Code Item Equivalent Ø opp. L x P H S sed V Ø E Ø U Weight HE HU Inhabitant (E.I.) (cm) (cm) (m2) (m3) (mm) (mm) (kg) (cm) (cm) 0311/1 400 4 80 80 0.4 0.4 110 100 20 62 58 0311 PC AE5 5 78x100 95 0.6 0.5 110 100 25 73 70 0311/2 800 8 80 120 0.7 0.8 110 100 29 102 97 0312 PC AE10 10 78x128 123 0.8 1.0 125 125 41 99 96 0302 1000 10 110 122 0.9 1.0 110 100 44 95 92 0303 1500 15 120 140 1.3 1.5 125 125 55 115 110 0304 2000 20 120 195 1.3 2.0 140 140 77 170 165 0305 3000 25 147 200 1.3 3.0 140 140 103 170 165 0306 4000 30 147 245 2.0 4.0 160 160 122 215 210 0308 6000 45 215 215 3.0 6.0 160 160 180 173 168 0309 8000 70 215 260 3.0 8.0 160 160 200 217 212 0310 10000 100 215 300 4.0 10.0 200 200 265 251 246 0310/1 15000 150 225 440 4.0 15.0 200 200 405 400 394 Certified Quality System Manufactured with recyclable material The company has the right to technically modify the system without giving notice. DESCRIPTION Main design parameter is net volume (Vu = Q x Tr),which is obtained considering increasing retention time for decreasing dimen- sions. Also the rate between net volume and horizontal surface has been considered (r = S/Vu). An increase in the rate means easier separation for solids and lower level differences when flow varies.Sludge storage volume (Vf = Qs x n) is controlled by mul- tiplying the daily per capita amount of suspended solids and the number of users. D P ØE ØU sludge removal inspection cover ØE ØU HU HE H ØE ØU HU HE L H TYPE PC www.baygar.com