Scheme Of Plant Sewage Treatment DWG Block for AutoCAD

Scheme Of Plant Sewage Treatment DWG Block for AutoCAD

Plant treatment municipal wastewater for flow of 1.000 l by secong

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

quantity, Project data, Number of modules, Influential, Sst influential, Nmp influential, Sst effluent, effluent, Nmp effluent, concept, Flow rate per module, Average total flow, unity, Lps, access, Channel of divergence of departures drainage pluvial west, Supply of grass, amounts of work, concept, Asphalt pavement, Concrete bench, Galvanized mesh, Concrete lining, tree sowing, Take off, embankment, excavation, Wall of, containment, General cleaning of the work, retaining wall, Firm concrete, Near cyclonic mesh, Concrete bench, Asphaltic folder, Ornamental plants of the region, Concrete lining, List of finishes, Stroke leveling, Array arrangement, Amount per stage, second, First, Pzas, Issuing channel, Of treated water, containment, Wall of, Water recirculation tank recovered from sludge, Water recovery tank filter washing, Grids distribution box trenches, Engine control room, Drying beds of retained cream, Electrical substation, guardhouse, Band filter building, headquarters, Sludge thickeners, Thickener filter blowers, Commemorative stele, nomenclature, Distribution box settlers, Rust ditches, Chlorination building, Building of trench blowers, Effluent carcamo filters, Secondary settlers, Template level, Crown level, Radius of curvature, Batter, final, initial, Pending road, Level curve, Symbology:, Canal drainage rain east, Discharge structure, base, Stage plays, stream

Raw text data extracted from CAD file:

1x10 1,000 250 400 350 10 10 1,000 CANTIDAD DATOS DE PROYECTO Nº de módulos DBO5 influente SST influente NMP influente SST efluente DBO5 efluente NMP efluente CONCEPTO Caudal por módulo Caudal total medio mg/l mg/l mg/l mg/l UNIDAD col/100 ml col/100 ml lps lps 8 4 ACCESO ACCESO +0.00 +0.00 \A1;90.00° \A1;132.0° \A1;26.90 \A1;223.6 \A1;48.0° \A1;6.06 \A1;15.80 \A1;33.60 \A1;21.00 \A1;34.00 \A1;5.30 \A1;15.90 \A1;6.44 \A1;5.6 \A1;12.40 \A1;3.40 \A1;6.0 \A1;34 \A1;11.15 \A1;43.34 \A1;15.06 \A1;16 \A1;5 \A1;4 \A1;7 \A1;13.9 \A1;11 \A1;15.50 \A1;17.00 \A1;23.60 \A1;22.92 \A1;6 \A1;16.32 \A1;6 \A1;8.48 \A1;13.60 \A1;29.80 \A1;29.8 \A1;121.00 \A1;115 \A1;90 \A1;5 \A1;55 \A1;6 \A1;6 \A1;12 \A1;13 \A1;71 \A1;29.80 \A1;24 \A1;55 \A1;6 \A1;5 \A1;6.00 \A1;121 \A1;1.6 \A1;6.9 \A1;1.55 \A1;13 \A1;6 \A1;6 \A1;5 \A1;29.1 \A1;16.6 \A1;4.2 \A1;6.0 \A1;5.0 \A1;6.0 \A1;5.6 \A1;67.6 \A1;18.3 \A1;31.00 \A1;18.3 \A1;6.5 \A1;2.0 \A1;5.0 \A1;6.0 \A1;18.25 \A1;5.0 \A1;6.0 \A1;5.0 CANAL DE DESVIO DE EXCEDENCIAS Y DRENAJE PLUVIAL OESTE Suministro y colocación de pasto CANTIDADES DE OBRA 55.01 5 5 18 5 A 5 2 % 5 5 5 5 I C 21.00 34.00 B 5 5 H G F E 5 1 1 7 CONCEPTO 5 5 5 5 Pavimento asfáltico Banqueta de concreto Malla galvanizada Guarnición de concreto Siembra de arboles Despalme Terraplén Excavación 50.00 49.20 L=125.0 S=0.0864 1 1 1 B 13 60.80 60.00 5 1 5 5 2 5 1 1 7 3 1 7 6 5 4 8 5 5 5 5 5 5 10 7 1 14 1 1 1 1 1 1 Muro de contención R=4 R=13.6 4 1 1 1 2 1 54.91 18 C N A 52.15 2 1 1 5 5 5 5 5 5 12 13 5 17 16 15 14 5 5 1.- Limpieza general de la obra 5.- Muro de contención 6.- Firme de concreto 7.- Cerca de malla ciclonica 4.- Banqueta de concreto 2.- Carpeta asfáltica 1.- Plantas ornamentales de la región 3.- Guarnición de concreto LISTA DE ACABADOS 1.- Despalme, limpieza, trazo y nivelación 29.80 5 121.00 R = 32.80 R = 23.00 L=103.2 5 5 ARREGLO DE CONJUNTO CANTIDAD POR ETAPA 1,805.00 M 678.00 M 27,464.00 M 6,678.00 M 3,300.00 M 795.00 M SEGUNDA 19,229.00 M PRIMERA 2,389.50 M 10,028.50 M 4,094.00 M 2,138.50 M 13,200.00 M 7173.50 M 300.00 Pzas 38,437.50 M 3 2 2 3 2 3 2 2 2 3 3 2 1 69.20 68.40 1 1 7 R = 16.60 8.5 % 55.40 58 6.6 % L=85.6 S=0.098 CANAL EMISOR DE AGUA TRATADA 69.30 68.50 6.6 % S=0.004 L=26.0 70 10 9 5 5 7 2 1 1 6.7 % 6b S=0.00485 1 1 7 R = 16.60 69.80 69.00 5 5 5 5 11 5 R = 32.80 R = 23.00 R = 16.60 R = 16.60 R = 16.60 15 R = 16.60 R = 16.60 contención R = 32.80 2 % 12 1 5 1 1 1 1 54.50 R = 16.60 1 5 1 57.50 11 1 5 1 Muro de 1 1 4 10 1 17 1 1 1 2 1 2 1 2 1 1 5 1 1 4 1 4d 4c 61 R = 32.80 4 1 1 1 3 1 1 2 1 1 62.9 R = 23.00 1 6 1 1 1 1 1 1 4 58 8 7 9 5 4 58 R = 16.60 3 % 1 1 3 0.7 % 29.80 5 5 A 5 5 6.00 R = 32.80 8.5 % 1 3 1 2d 4a 1 1 3 4b 61 R = 23.00 62.9 1 3 1 L=117.6 S=0.00425 69 2c 1 4 1 70.30 69.50 1 2 1 1 2 1 3 2b 16 59.50 1 1 7 R = 23.00 1 1 1 62.9 19 21 5 CARCAMO DE RECIRCULACION DE AGUA RECUPERADA DE LODOS 12 TANQUE DE RECUPERACION DE AGUA DE LAVADO DE FILTROS 8 REJILLAS Y CAJA DE DISTRIBUCION A ZANJAS 1 CUARTO DE CONTROL DE MOTORES 17 LECHOS DE SECADO DE NATAS Y RETENIDOS 16 SUBESTACION ELECTRICA 15 CASETA DE VIGILANCIA 14 EDIFICIO DE FILTROS BANDA 11 OFICINAS CENTRALES 13 ESPESADORES DE LODOS 10 SOPLADORES DE FILTROS Y ESPESADORES 9 ESTELA CONMEMORATIVA 18 20 NOMENCLATURA CAJA DE DISTRIBUCION A SEDIMENTADORES 3 ZANJAS DE OXIDACION 2 EDIFICIO DE CLORACION 7 EDIFICIO DE SOPLADORES PARA ZANJAS 6 FILTROS Y CARCAMO DE EFLUENTE 5 SEDIMENTADORES SECUNDARIOS 4 68.50 Nivel de plantilla 69.30 Nivel de corona R Radio de curvatura Talud FINAL INICIAL 6.5% Pendiente de vialidad 55 Curva de nivel SIMBOLOGIA: 71.00 70.20 CANAL DRENAJE PLUVIAL ESTE 22 1 72.00 71.20 A 5 5 1.55 2a 1 3 1 69 1 2 1 1 1 7 Estructura de descarga 64.00 63.20 R =16.60 1 1 1 6a R =16.60 1 2 1 6.7 % 63.00 62.20 S=0.018 L=55.6 B 7 1 1 1 1 25 BASE 5 24 23 5 5 5 7 5 B 5 5 D 5 5 I 5 5 N 5 5 5 5 K L J 5 5 5 5 M 18.25 5 1 1 7 O 5 5 Q P Obras de 2ª Etapa Obras de 1ª Etapa 60 49 49 50 51 52 7' 47 48 48 49 D 65 53 54 7 55 56 62 57 58 59 60 61 63 64 50 66 67 68 69 72 70 71 73 74 8 55 50 50 51 52 53 54 60 75 76 77 65 75 78 9 70 56 55 55 57 55 12' 60 58 59 83 76 74 73 75 82 79 77 78 80 81 65 61 62 60 63 64 70 84 85 75 65 65 66 67 80 83 98 101 100 80 86 92 87 88 89 90 91 93 94 95 96 97 98 99 85 90 95 68 70 70 69 87 10 88 89 90 91 92 93 94 95 96 97 99 100 74 75 76 77 78 79 81 82 84 85 86 73 72 11' 71 ARROYO ARROYO ARROYO 3400 3600 3800 1600 1800 2000 2200 2400

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, DWG, flow, kläranlage, municipal, plant, SCHEME, sewage, treatment, treatment plant, wastewater