Diagram Of Operation – Purifying Plant DWG Block for AutoCAD

Diagram of operation in station purifiyng residual waters

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

Flow rate, Fit, Fiq, Ferric chloride dosage, truck, load of, Bombs, Dosing machines, Ferric chloride dosage, Mixing tanks, the double L, Lsll, Lal, Lsl, dilution, Water of, Thickener, Emptied, mixture, Flocculation, treatment, industrial, Drainage basin e.d.a.r. From somosierra, Agreement for the management of wastewater, Waste water of the madrid community.decreto, Isabel ii channel, Madrid’s community, December, date:, Title of the map:, Connections. leaves, Emissary e.d.a. From somosierra, Scales:, Sanitation plan purification, Waste water of the community of madrid., Isabel ii channel, Madrid’s community, December, date:, Title of the map:, Scales:, Head of sanitation project division, Vº bº project department head, Water lines piezometric mud, Operating diagram e.d.a. From madarcos, Sieve in, spillway, Sanitation plan, The municipalities of the community of Madrid., Isabel ii channel, Madrid’s community, December, date:, Title of the map:, Scales:, Head of sanitation project division, Vº bº project department head, Operating diagram piezometric line, Collectors e.d.a. From xxxxxxxx, manifold, container, pumping, Thick, Well of, Crusher, Secondary decantation, M.a., light, Biological reactor, Channels of, Thinning, Automatic channels, width:, Water outlet, Treated, Exit, Biological sludge, Mbar, Blowers, channel of, width:, Manual differential, Raw water, M.a., External, Recirc., V. total:, in excess, M.a., Sludge, Of fines, Grille, light, Automatic grille, light, Thick, Raw water, sieve, relief, Flow rate, Fit, Fiq, Thickener, Fit, Fiq, Flow rate, spill, Relief treat biological, Primary decantation, container, water line, Mud line, ferric chloride, legend, air, ferric chloride, dosage, Sludge, warehouse, Deposit, M.a., M.a., load, truck, Sludge, warehouse, Deposit, load, truck, Relief treat biological, Primary decantation, Secondary decantation, Biological sludge, Exit, in excess, M.a., Sludge, Recirc., M.a., External

Raw text data extracted from CAD file:

MEDIDA DE CAUDAL FIT FE FQI FR DOSIFICACION DE CLORURO FERRICO CAMION CARGA DE M BOMBAS DOSIFICADORAS DOSIFICACION DE CLORURO FERRICO A CUBAS DE MEZCLA LALL LSLL LAL LSL DILUCION AGUA DE ESPESADOR VACIADO LS V = 156 m‡ BY-PASS FISICO-QUIMICO ­ 500 V = 31 m‡ MEZCLA FLOCULACION ­ 500 TRATAMIENTO FISICO-QUIMICO INDUSTRIAL ­500 ANTEPROYECTO COLECTORES Y E.D.A.R. DE SOMOSIERRA CONVENIO DE GESTION DE INFRAESTRUCTURAS DE SANEAMIENTO DE AGUAS RESIDUALES DE LA COMUNIDAD DE MADRID.DECRETO 170/1.998 CANAL DE ISABEL II COMUNIDAD DE MADRID DICIEMBRE 2.000 FECHA: TITULO DEL PLANO: 1 (1.995 - 2.005) CONEXIONES. HOJAS 1 Y 2 EMISARIO Y E.D.A.R. DE SOMOSIERRA ESCALAS: 1/1.000 PLAN DE SANEAMIENTO Y DEPURACION DE AGUAS RESIDUALES DE LA COMUNIDAD DE MADRID. CANAL DE ISABEL II COMUNIDAD DE MADRID DICIEMBRE 2000 FECHA: TITULO DEL PLANO: (1.995 - 2.005) ESCALAS: JEFE DE DIVISION DE PROYECTO DE SANEAMIENTO Vº Bº JEFE DE DEPARTAMENTO DE PROYECTOS 3.3.1 LINEAS DE AGUA Y FANGO Y PIEZOMETRICA DIAGRAMA DE FUNCIONAMIENTO E.D.A.R. DE MADARCOS TAMIZ EN ALIVIADERO 1029.00 ****.** 1029.00 1029.00 d200 d150 d80 d80 d100 d150 d100 d100 1253.40 1253.40 d65 d65 d100 1253.60 1253.30 1253.30 d100 d100 d65 d65 d100 d100 d80 d80 d80 1251.00 1253.80 1254.00 d80 1251.20 d150 d65 d65 d100 1253.00 1253.00 d125 d125 1253.00 1253.00 d100 d100 d100 d100 d100 PLAN DE SANEAMIENTO Y DEPURACION DEL 100 % DE LOS MUNICIPIOS DE LA COMUNIDAD DE MADRID. A.1 CANAL DE ISABEL II COMUNIDAD DE MADRID DICIEMBRE 2000 FECHA: TITULO DEL PLANO: (1.995 - 2.005) ESCALAS: JEFE DE DIVISION DE PROYECTO DE SANEAMIENTO Vº Bº JEFE DE DEPARTAMENTO DE PROYECTOS DIAGRAMA DE FUNCIONAMIENTO Y LINEA PIEZOMETRICA 3.3 COLECTORES Y E.D.A.R. DE XXXXXXXX S/E 1 1 COLECTOR CONTENEDOR BOMBEO GRUESOS POZO DE TRITURADOR DECANTACION SECUNDARIA Q= 5.98 m‡/h H= 4 m.c.a. LUZ = 3mm REACTOR BIOLOGICO CANALES DE DESBASTE 2 CANALES AUTOMATICOS ANCHO: 0.40 m SALIDA AGUA TRATADA SALIDA DE FANGOS BIOLOGICOS P = 300 mbar Q = 79 Sm‡/h SOPLANTES 1 CANAL DE BY-PASS ANCHO: 0.40 m DIFERENCIAL MANUAL AGUA BRUTA H= 3.50 m.c.a. Q= 5.00 m‡/h EXTERNA RECIRC. V. TOTAL: 200.00 m‡ EN EXCESO Q= 5.00 m‡/h H= 3.50 m.c.a. FANGOS V= 2.25 m‡ DE FINOS REJA MANUAL LUZ 10mm REJA AUTOMATICA LUZ 10mm GRUESOS AGUA BRUTA TAMIZ ALIVIO Y BY-PASS MEDIDA DE CAUDAL FIT FE FQI FR LS 2.00x2.00 m ESPESADOR FE FIT FQI FR MEDIDA DE CAUDAL A VERTIDO ALIVIO TRAT. BIOLOGICO 2.70x2.70 m DECANTACION PRIMARIA CONTENEDOR LINEA DE AGUA LINEA DE FANGO CLORURO FERRICO LEYENDA AIRE CLORURO FERRICO DOSIFICACION 2.50x2.50 m 3.30x3.30 m LS 3.00x3.00 m FANGOS ALMACEN DE DEPOSITO H= 3.50 m.c.a. Q= 5.00 m‡/h H= 3.50 m.c.a. Q= 5.00 m‡/h A CARGA CAMION 2.50x2.50 m 3.00x3.00 m FANGOS ALMACEN DE DEPOSITO A CARGA CAMION LS ALIVIO TRAT. BIOLOGICO 2.70x2.70 m DECANTACION PRIMARIA 3.30x3.30 m 3.30x3.30 m d350 d200 d100 d100 d150 d150 d150 d150 d80 d65 d150 d150 d150 d80 d80 d150 d150 d100 d100 d100 d100 d300 d80 d80 d100 d150 d150 d150 d150 d150 d100 d150 d80 d150 d150 2.50x2.50 m DECANTACION SECUNDARIA d150 FANGOS BIOLOGICOS SALIDA DE d100 d80 d80 d65 EN EXCESO Q= 5.00 m‡/h H= 3.50 m.c.a. FANGOS RECIRC. H= 3.50 m.c.a. Q= 5.00 m‡/h EXTERNA (FUTURO) (FUTURO) (FUTURO) (FUTURO) (FUTURO) (FUTURO)

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, diagram, DWG, kläranlage, operation, plant, purifying, residual, Station, treatment plant, waters