Water – Treatment Plant DWG Block for AutoCAD

Water – Treatment Plant – Filter

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

Multiple side diffuser, Pvc pressure pipe, Holes, Detail rectangular dump, flow, speed, filtration, Side tubing with, With respect to the horizontal. spacing, Between, green color, yellow color, green color, filtration, speed, flow, Reglilla lps, Triangular spillway detail, Slow filter input, Input modules, Gauge rule, Reglilla lps, dump, rectangular, adapter, cleaning, Metering plate, gooseneck, Drain pipe, Drain pipe, Excesses wide, Dump of, your B. Sanitary, your B. Sanitary, your B. Sanitary, dump, triangular, Orif. in, Rows of, Power adapter, cleaning, tee, check valve, Waffer type, triangular, dump, camera of, Excesses, camera of, Stillness, triangular, dump, Pipe of, drain, sheet of water, Fine sand, gross sand, Heavy gravel, cut, Gauge rule, Power adapter, cleaning, Waffer, triangular, dump, cut, Gauge rule, drainpipe, Pvc, Valve type, cut, dump, Gauge rule, sheet of water, Fine sand, gross sand, gravel, Pipe of, Pvc, Drain pipe, Go to the tank, storage, valve, plant, Infrastructure department, contractor:, horizontal:, Iii, Drinking water treatment plant, adviser:, Scales, Approved, modifications:, Contains, draft, date:, Plan on, archive:, Topography digital drawing, Slow sand filter

Raw text data extracted from CAD file:

\A1;0.30 \A1;0.60 \A1;0.60 \A1;0.60 \A1;2.40 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.80 \A1;0.25 \A1;1.80 \A1;0.25 \A1;0.30 \A1;0.15 \A1;0.60 \A1;0.10 \A1;0.60 \A1;0.15 \A1;0.50 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.70 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.60 \A1;0.15 \A1;1.60 \A1;0.50 \A1;0.15 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.05 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.05 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.80 \A1;0.25 \A1;1.80 \A1;0.15 \A1;0.15 MULTIPLE DIFUSOR LATERAL (DE EXCESOS) d½” 45.0 45.0 TUBERIA PVC PRESION 0.10 0.10 ORIFICIOS DE d1/2″ (SIN ESCALA) (SIN ESCALA) DETALLE VERTEDERO RECTANGULAR 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0.00 0.00 0.000 0.001 0.004 0.007 0.013 0.021 0.030 0.042 0.057 0.074 0.094 0.116 0.142 0.150 0.203 0.239 0.278 0.321 0.367 0.417 0.00 0.020 0.060 0.120 0.22 0.34 0.51 0.71 0.950 1.23 1.57 1.95 2.38 2.509 3.40 3.99 4.65 5.36 6.14 6.98 (SIN ESCALA) CAUDAL (l/s) VELOCIDAD (m/hr) FILTRACION .025 .020 .025 .025 2.00 .025 TUBERIA LATERAL DE d6″ CON 20 ORIFICIOS DE d½” A 45 CON RESPECTO A LA HORIZONTAL. ESPACIAMIENTO ENTRE ORIFICIOS DE .10 m COLOR VERDE COLOR AMARILLO COLOR AMARILLO COLOR VERDE .025 2.00 .025 .025 .020 .025 FILTRACION (m/hr) VELOCIDAD (l/s) CAUDAL REGLILLA 30 Q=2.509 LPS (SIN ESCALA) 6.980 6.14 5.36 4.65 3.99 3.40 2.86 2.38 1.95 1.57 1.23 0.95 0.71 0.51 0.340 0.22 0.120 0.060 0.020 0.00 0.834 0.734 0.641 0.556 0.478 0.406 0.342 0.284 0.233 0.187 0.148 0.113 0.084 0.060 0.041 0.026 0.015 0.0070 0.0030 0.000 0.00 0.00 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 .10 (SIN ESCALA) .30 .15 DETALLE VERTEDERO TRIANGULAR DETALLE VERTEDERO TRIANGULAR .15 .32 (SIN ESCALA) .08 .80 .15 .10 .28 .10 .15 45 ENTRADA AL FILTRO LENTO .15 .08 .24 .08 .15 45 ENTRADA A LOS MODULOS .15 .25 .40 .25 .15 .25 .45 .15 .85 1.20 REGLA DE AFORO (ACRILICO) REGLA DE AFORO (ACRILICO) REGLILLA 30 Q=5.018 LPS 13.28 0.300 2.509 5.02 17.53 0.300 5 5 5 5 5 5 5 5 5 5 5 5 5 VERTEDERO RECTANGULAR ADAPTADOR DE LIMPIEZA PLACA DOSIFICADORA CUELLO DE GANZO d6″ A’ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TUBERIA DESAGUE d3″ 5 5 5 5 5 5 5 5 5 TUBERIA DESAGUE d3″ 5 5 5 5 5 5 EXCESOS ANCHO 0.50 M VERTEDERO DE 5 A d3″ TUB. SANITARIA d6″ TUB. SANITARIA d3″ TUB. SANITARIA VERTEDERO TRIANGULAR 30 20 ORIF. EN 2 FILAS DE d½” ADAPTADOR DE LIMPIEZA TEE d6x3″ VALVULA REGULADORA TIPO WAFFER d4″ TRIANGULAR 45 VERTEDERO CAMARA DE EXCESOS CAMARA DE AQUIETAMIENTO 5 TRIANGULAR 45 VERTEDERO TUBERIA DE DESAGUE d4″ C’ B’ C B LAMINA DE AGUA ARENA FINA ARENA GRUESA CU=3.5mm Dro=0.35mm POROSIDAD=40% SOLUBILIDAD=4.0% GRAVA GRUESA d1-½” CORTE B-B’ d1/2″ L=4.15 .15 .15 .15 d1/2″ C/.25 L=1.30 .15 d3/8″ C/.25 d3/8″ C/.25 LT=4.45 5 5 5 5 5 d3/8″ C/.25 5 5 5 5 d1/2″ C/.20 0.15 0.15 5 5 5 0.15 0.15 .15 d1/2″ C/.25 L=1.65 .15 .15 .15 33 d1/2″ C/.60 L=2.40 .15 33 d1/2″ C/.60 L=2.40 .15 .15 .15 .15 33 d1/2″ C/.60 L=2.40 .15 33 d1/2″ C/.60 L=2.40 .15 .15 d1/2″ C/.25 L=1.65 REGLA DE AFORO 1.00 .20 .15 ADAPTADOR DE LIMPIEZA d3″ WAFFER .40 .15 .15 .15 TRIANGULAR 45 VERTEDERO CORTE C-C’ d3/8″ C/.25 d1/2″ C/.20 REGLA DE AFORO d3/8″ C/.25 d1/2″ C/.20 TUBERIA DE DESAGUE PVC d3″ VALVULA TIPO 1.00 .20 .15 CORTE A-A’ VERTEDERO 45 .70 .15 REGLA DE AFORO .40 .15 .35 .80 .70 .05 .30 .25 LAMINA DE AGUA ARENA FINA ARENA GRUESA GRAVA d1-½” TUBERIA DE d3″ .25 1.10 .15 .50 PVC d4″ TUBERIA DESAGUE VA AL TANQUE DE ALMACENAMIENTO VALVULA d4″ 50 d½” L=3.75 .15 .15 .15 20 d½” L=2.40 18 d½” L=150 d½” C/.25 d½” C/.25 d3/8″ C/.25 d1/2″ C/.25 d3/8″ C/.25 d3/8″ C/.25 d3/8″ C/.25 18 d½” L=1.50 .15 .15 .15 .15 PLANTA —– DEPARTAMENTO DE INFRAESTRUCTURA —– CONTRATANTE: HORIZONTAL: 1:25 I II III IV PLANTA DE TRATAMIENTO DE AGUA POTABLE —– — —– —– ASESOR: ESCALAS APROBO: MODIFICACIONES: CONTIENE PROYECTO FECHA: PLANO No ARCHIVO: TOPOGRAFIA – DIBUJO DIGITAL FILTRO LENTO DE ARENA —–