Anaerobic Wastewater Plant DWG Block for AutoCAD

Anaerobic Wastewater Plant DWG Block for AutoCAD

Anaerobic wastewater plant by mean of anaerobic process

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

Treated water, Rodsa, Innovation in water treatment, Ing. Rodrigo solis alba, draft:, Sewage, Treatment plant, long, width:, Depth of water:, Trh: hr., Design expense:, Super area:, volume:, long, width:, Depth of water:, Super area:, Flow phase, Overload, phase, Trh: hr., volume:, Overload, Design expense:, Movie stage, long, width:, Depth of water:, Trh: hr., volume:, Super charge Equiv., area:, Average height:, Trh total: hr., Deck slab, Man’s entry top, unscaled, Cut: concrete cover detail of, Angle base frame of, Plant: detail of frame, unscaled, Aluminum cap, cover, Sweep for, Lift lid, unscaled, Plant: detail of, R.s.a., N.c.s., Issued for review, modification, number, date, Modified, Approved, revised, of the, November, managing Director, C. P. Hugo adriel zepeda berrelleza, technical, C. Ing. Jose diaz executioner, revised:, plane of:, unity:, scale:, drawing:, date:, Plan number, Plan key:, Public commission of public services of cove, Anaerobic reactor, Department of studies projects, C. Ing. Martin f. I’m so bossy, Sewage, Treatment plant, functional, R.s.a., N.c.s., Issued for review, modification, number, date, Modified, Approved, revised, of the, November, managing Director, C. P. Hugo adriel zepeda berrelleza, technical, C. Ing. Jose diaz executioner, revised:, plane of:, unity:, scale:, drawing:, date:, Plan number, Plan key:, Public commission of public services of cove, Anaerobic reactor, Department of studies projects, C. Ing. Martin f. I’m so bossy, Sewage, Treatment plant, functional, Adhesion microorganisms, Biodeck, Biodeck, Biodeck, High sedimentation rate, Pumping frame, Angle slide cover no. Non-slip, Detail of plates marpak mxf scale, United back to back of long, Parallel plate modules, cut, scale, organic material, Anaerobic coat, detail, Biodek, residual water, Block cm. for support, Project data, Trh, area, phase, Superficial area, Surface charge equiv., Surface load, volume, Water depth, Design expenditure, Trh, volume, hours, Anaerobic reactor phases, volume, Stage film, Middle height, area, Trh, Surface charge equiv., Total trh, Concrete block supports, long, width, Mts, Design expenditure, long, width, Water depth, Mts, Water depth, width, long, Mts, anaerobe, Detail of plates marpak mxf without scale, : Box cm stainless steel blade with gravel coarse sand, Stainless steel mesh, Gravel coarse sand, Stainless steel case, Cut: detail, scale, Plant: detail, scale, Sludge blanket, Pvc tee, Clear aperture of, scale, plant, Concrete wall slab, Plastic modules, anaerobe, Base grid, flow, Pumping frame, Angle slide cover no. Non-slip, tube of, phase, Biodeck, Base grid, Circular hole mm., tube of, see detail, Stainless steel blade cm box with gravel coarse sand, Concrete slab, Block wall, Stainless steel blade cm box with gravel coarse sand, Squares to keep the soles separate, anchor, Filter medium, Orifice, Sodium hypochlorite, Vel. Ascent, Phase up flow, Residual water treatment plant, R.s.a., N.c.s., Issued for review, modification, number, date, Modified, Approved, revised, of the, December, revised:, plane of:, unity:, scale:, drawing:, date:, Plan number, Plan key:, Anaerobic reactor, Arts center, Treatment plant, functional

Raw text data extracted from CAD file:

9 10 AGUA TRATADA AL MAR 8 RODSA RODSA INNOVACION EN TRATAMIENTO DE AGUAS ING. RODRIGO SOLIS ALBA. PROYECTO: AGUAS RESIDUALES LA BUFADORA PLANTA DE TRATAMIENTO DE LARGO = 2.50 m ANCHO: 2.00 m PROFUNDIDAD DEL AGUA: 3.00 m TRH: 8.33 hr. GASTO DE DISEÑO: 43.2m\C256;\U+1D4C\Fromans|c0;/d =1.8m\fArial|b0|i0|c0|p34;\U+1D4C\Fromans|c0;/hr. AREA SUP.: 5.00 m² VOLUMEN: 15.00 m\C256;\U+1D4C LARGO = 2.50 m ANCHO: 1.30 m PROFUNDIDAD DEL AGUA: 3.00 m AREA SUP.: 3.25 m² FASE 1.- FLUJO ASCENDENTE(UASB) CARGA SUP.: 8.64m\C256;\U+1D4C\Fromans|c0;/m²xd FASE 2.-(SEDIMENTACION) TRH: 5.40 hr. VOLUMEN: 9.75 m\C256;\U+1D4C CARGA SUP.: 13.30m\C256;\U+1D4C\Fromans|c0;/m²xd GASTO DE DISEÑO: 43.2m\C256;\U+1D4C\Fromans|c0;/d =1.8m\fArial|b0|i0|c0|p34;\U+1D4C\Fromans|c0;/hr. FASE 3.-(ANAEROBIO DE PELICULA FIJA) LARGO = 2.50 m ANCHO: 1.30 m PROFUNDIDAD DEL AGUA: 3.00 m TRH: 5.40 hr. VOLUMEN: 9.75 m\C256;\U+1D4C CARGA SUP. EQUIV.: 4.10m\C256;\U+1D4C\Fromans|c0;/m²xd AREA: 3.25 m² ALTURA MEDIO: 1.22 m TRH TOTAL: 19.10 hr. LOSA DE CUBIERTA \A1;0.60 \A1;0.15 TAPA ENTRADA HOMBRE SIN ESCALA CORTE: DETALLE DE TAPA DE CONCRETO DE 60x60cm. DE 5.08x0.79 (2"x5/16) MARCO A BASE DE ANGULO DE \A1;0.70 \A1;0.11 \A1;0.17 \A1;0.17 \A1;0.11 \A1;0.16 \A1;0.70 \A1;0.11 \A1;0.17 \A1;o.11 PLANTA: DETALLE DE MARCO SIN ESCALA \A1;0.17 TAPA DE ALUMINIO CUBIERTA VARRILA PARA LEVANTAR TAPA SIN ESCALA PLANTA: DETALLE DE ENTRADA-HOMBRE 60x60cm. DE 24" X 24" R.S.A. R.S.A. N.C.S. EMITIDO PARA REVISION 02/01/09 A MODIFICACION (CARACTERISTICAS) NUMERO FECHA MODIFICO APROBO REVISO DEL 2009 NOVIEMBRE DIRECTOR GENERAL C. P. HUGO ADRIEL ZEPEDA BERRELLEZA SUB-DIRECTOR TECNICO C. ING. JOSE DIAZ VERDUGO REVISO: PLANO DE: UNIDAD: ESCALA: DIBUJO: 1 FECHA: NUMERO DEL PLANO: CLAVE DE PLANO: COMISION ESTATAL DE SERVICOS PUBLICOS DE ENSENADA REACTOR ANAEROBIO DEPARTAMENTO DE ESTUDIOS Y PROYECTOS C. ING. MARTIN F. SOTO MANDUJANO AGUAS RESIDUALES LA BUFADORA PLANTA DE TRATAMIENTO DE FUNCIONAL JULIO'07 1:600 DA-A-01 R.S.A. R.S.A. N.C.S. EMITIDO PARA REVISION 02/01/09 A MODIFICACION (CARACTERISTICAS) NUMERO FECHA MODIFICO APROBO REVISO DEL 2009 NOVIEMBRE DIRECTOR GENERAL C. P. HUGO ADRIEL ZEPEDA BERRELLEZA SUB-DIRECTOR TECNICO C. ING. JOSE DIAZ VERDUGO REVISO: PLANO DE: UNIDAD: ESCALA: DIBUJO: 1 FECHA: NUMERO DEL PLANO: CLAVE DE PLANO: COMISION ESTATAL DE SERVICOS PUBLICOS DE ENSENADA REACTOR ANAEROBIO DEPARTAMENTO DE ESTUDIOS Y PROYECTOS C. ING. MARTIN F. SOTO MANDUJANO AGUAS RESIDUALES LA BUFADORA PLANTA DE TRATAMIENTO DE FUNCIONAL JULIO'07 1:600 DA-A-01 \A1;r \A1;d -2.258495813140712 -2.258495813140712 \A1;0.31 \A1;0.63 \A1;0.63 \A1;0.63 \A1;0.31 \A1;5.30 \A1;0.20 \A1;4.90 \A1;0.36 \A1;0.15 \A1;1.30 \A1;0.15 \A1;1.30 \A1;0.65 \A1;0.10 \A1;1.25 \A1;0.20 \A1;0.15 \A1;1.30 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.90 \A1;0.15 \A1;0.60 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.30 \A1;1.20 \A1;0.20 \A1;0.80 \A1;0.20 \A1;0.20 \A1;0.20 \A1;2.50 \A1;2.90 \A1;2.50 \A1;0.20 \A1;0.20 \A1;1.30 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.15 \A1;0.65 \A1;0.20 \A1;1.00 \A1;0.61 \A1;0.61 \A1;0.30 \A1;0.15 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.35 \A1;0.20 \A1;0.61 \A1;0.61 \A1;0.90 \A1;0.80 \A1;0.35 \A1;0.10 \A1;0.65 \A1;0.10 \A1;0.15 \A1;2.00 \A1;1.30 \A1;0.15 \A1;1.30 \A1;4.90 \A1;3.50 \A1;0.75 \A1;0.80 \A1;2.63 \A1;0.15 \A1;4.25 \A1;0.20 \A1;0.15 \A1;4.60 \A1;5.30 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.20 \A1;1.20 \A1;0.30 \A1;0.20 \A1;0.50 \A1;1.00 \A1;1.20 \A1;0.20 \A1;2.90 \A1;0.10 \A1;0.60 \A1;0.80 \A1;0.30 \A1;1.10 \A1;0.30 \A1;0.80 \A1;0.63 \A1;0.33 \A1;0.83 \A1;0.43 \A1;0.10 \A1;0.10 \A1;1.10 \A1;1.22 \A1;0.43 \A1;0.33 \A1;0.10 \A1;1.40 \A1;0.20 \A1;1.00 \A1;0.20 \A1;60° \A1;3.45 ADHERENCIA MICROORGANISMOS BIODECK N+10.00 N+9.40 N+9.35 N+9.30 N+9.30 N+9.30 N+9.30 N+9.70 N+9.70 N+10.20 N+10.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BIODECK 5 5 5 5 5 5 5 5 5 2.00 5 5 1.30 5 3.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N+8.90 5 N+9.25 BIODECK N+9.15 5 5 5 5 5 5 5 5 5 N+10.20 N+10.20 N+8.35 N+5.80 ALTA TASA SEDIMENTACION N+9.25 N+10.00 N+8.80 5 5 5 2.90 N+7.80 CARCAMO DE BOMBEO 5 5 5 5 N+7.30 5 5 5 TAPA DE ANGULO Y LAMINA No. 16 ANTIDERRAPANTE DETALLE DE PLACAS MARPAK MXF 3000 \H0.1;SIN ESCALA <S 4"x4"X1/4" UNIDOS ESPALDA CON ESPALDA DE 20' DE LARGO (6.10m) @ 2' (0.61) MODULOS DE PLACAS PARALELAS 2"x2"X4" (61x61x122cm) CORTE A-A' ESCALA 1:40 N2S, NH3 MATERIA ORGANICA CAPA ANAEROBIA DETALLE "A" BIODEK AGUA RESIDUAL CO2 BLOCK DE 20 cm. PARA SOPORTE BLOCK DE 20 cm. PARA SOPORTE DATOS DE PROYECTO TRH AREA FASE 2: (SEDIMENTACION) AREA SUPERFICIAL CARGA SUPERFICIAL EQUIV. CARGA SUPERFICIAL VOLUMEN PROFUNDIDAD AGUA GASTO DE DISEÑO TRH VOLUMEN 3.16 hr 3.50 m 4.86 horas REACTOR ANAEROBIO 3 FASES VOLUMEN FASE 3: (ANAEROBIO PELICULA FIJA) ALTURA DEL MEDIO AREA TRH 1.22 m 3.16 hr CARGA SUPERFICIAL EQUIV. TRH TOTAL (3 FASES) 11.18 hr SOPORTES DE BLOCK DE CONCRETO DE 0.20x0.20x0.40m. LARGO ANCHO 2.50 mts 2.00 mts GASTO DE DISEÑO GASTO DE DISEÑO LARGO ANCHO PROFUNDIDAD AGUA 3.50 mts 1.30 mts 2.50 mts PROFUNDIDAD AGUA ANCHO LARGO 3.50 mts 1.30 mts 2.50 mts BIO-REACTOR ANAEROBIO 17.50 m³ 11.37 m³ 11.37 m³ 9.60 m³\Fromans|c0;/m²xd 26.58 m³\Fromans|c0;/m²xd 8.06 m³\Fromans|c0;/m²xd 3.25 m² 3.25 m² 5.00 m² 86.4m³/d =3.60m²/hr 86.4m³/d =3.60m²/hr 86.40m³/d =3.60m²/hr DETALLE DE PLACAS MARPAK MXF 3000 SIN ESCALA 5 5 5 5 5 5 5 5 5 5 \LDETALLE 1\l :CAJA 60 X 30 X 110 cm LAMINA DE ACERO INOXIDABLE CON GRAVILLA 1/8'' Y ARENA GRUESA 5 5 5 5 5 MALLA ACERO INOXIDABLE N+9.30 5 N+9.25 N+9.45 N+9.15 GRAVILLA 1/8'' Y ARENA GRUESA CAJA 60 X 30 X 110 cm LAMINA DE ACERO INOXIDABLE CORTE: DETALLE 1 ESCALA 1:40 PLANTA: DETALLE 1 ESCALA 1:40 5 N+8.35 MANTO DE LODOS TEE DE PVC 4" ABERTURA DE CLARO LIBRE DE 1/2" ESCALA 1:40 PLANTA LOSA Y MURO DE CONCRETO DE 0.10cm. MODULOS PLASTICOS BIO-REACTOR ANAEROBIO REJILLA A BASE SOLERAS DE 3X3" X 1/4" FLUJO CARCAMO DE BOMBEO TAPA DE ANGULO Y LAMINA No. 16 ANTIDERRAPANTE TUBO DE 200mm (8") TUBO DE 200mm (8") S=1% FASE 2 FASE 3 BIODECK BIODECK REJILLA A BASE SOLERAS DE 3X3" X 1/4" ORIFICIO CIRCULAR TUBO DE 100 mm. (4") TUBO DE 200mm (8") N+10.20 5 VER DETALLE 1 CAJA 60 X 30 X 110 cm DE LAMINA DE ACERO INOXIDABLE CON GRAVILLA 1/8'' Y ARENA GRUESA \C256; LOSA DE CONCRETO DE 0.10cm. 5 5 5 5 MURO DE BLOCK DE 0.10cm. MURO DE BLOCK DE 0.10cm. CAJA 60 X 30 X 110 cm DE LAMINA DE ACERO INOXIDABLE CON GRAVILLA 1/8'' Y ARENA GRUESA \C256; CUADRADOS DE 1/4' PARA MANTENER SEPARADAS LAS SOLERAS 60° ANCLA MEDIO FILTRANTE ORIFICIO DE 100mm (4") ORIFICIO DE 100mm (4") HIPOCLORITO DE SODIO VEL. ASCENCION 17.28 m/\Fromans|c0;d 5 FASE 1 FLUJO ASCENDENTE PLANTA DE TRATAMIENTO DE AGUAS RESIDUALES PLANTA DE TRATAMIENTO DE AGUAS RESIDUALES R.S.A. R.S.A. N.C.S. EMITIDO PARA REVISION 02/01/09 A MODIFICACION (CARACTERISTICAS) NUMERO FECHA MODIFICO APROBO REVISO DEL 2010 DICIEMBRE REVISO: PLANO DE: UNIDAD: ESCALA: DIBUJO: 1/1 FECHA: NUMERO DEL PLANO: CLAVE DE PLANO: REACTOR ANAEROBIO CENTRO DE ARTES PLANTA DE TRATAMIENTO DE FUNCIONAL JULIO'07 1:600 DA-A-01

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Plastic, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	anaerobic, autocad, block, details, DWG, kläranlage, plant, process, reactor, treatment plant, wastewater