Sprinkler Irrigation Project In Bananas DWG Full Project for AutoCAD

Sprinkler Irrigation Project In Bananas DWG Full Project for AutoCAD

Details of the distribution networks and design of pipes for sprinkler irrigation project for a culture of Babano; a distribution of 14×14.

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

Location:, date:, draft, responsibility:, Contains:, Planimetry coordinate table, Total area of ​​land:, Owner, Ing. Joel aguirre, Planimetric survey, Of the farm danny farm, March, site, gold, province, canton, passage, Location, Hazel, Ing. Santiago ramírez, sheet:, scale:, parish, good view, a, business, of class, world, Notes, drawing, date:, responsable:, black, existing, color code, Symbology, Location:, Red, install, blue, Relocate, green, remove, project’s name, Social reason of the builder, Complete project management, This work be carried according to the procedure of works by third parties carry the order as dictated by this procedure. In each record of m.t. Have a wire surplus the conductor of the screens will be copper wire, latitude, length, Review no., flat:, scale:, M.s.n.m.m., Work to do, Lost in discharge, Pressure frame, Lost in high school, Total pressure required, Operating pressure, Lost in main, Topographic difference, Lost on the side, final, filling, initial, filling, bed, Technical data of the system, Expenditure available:, Time of irrigation by position:, System pressure:, Pumping equipment data, System expense:, Sprinkler Model:, Number of sides:, Operating pressure:, Irrigation schedule:, do not. Of sprinklers per side:, Daily positions per side:, Evaporation of the zone:, In the days of irrigation:, Replacement blade:, Crop factor:, Consumptive use:, Expense required:, Nozzle size:, Sprinkler expenditure:, spacing:, Irrigation area:, Type of system:, water source:, Irrigation area per day:, Calculated power:, Interval of irrigation:, Sprinkler area:, Area of ​​land:, culture:, For pressures of, Chiffon of:, Diameter of, with, expenses, L.p. from, Pending, Diameters of, Chiflones, sprinkler, model, With two hornets, Male connection, Grms., Use minimum lift, Of cms., Reservoir, Save it, Jose Heredia, Joel aguirre, entry, Joel aguirre, Raspberry river, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, Mod, do not. Asp .:, No turn:, date:, by:, Location:, Danny farm, area:, flat:, M.s.n.m.m., Contains:, By aspersion, gold, Water source of the main network, by:, Joel aguirre, Villa guerrero, Agric. July chabla M. Sc., Manifold tubing side tubing, Pressure frame, Operating pressure, Lost on the side, Lost in the manifold, Lost in main, Total pressure required, Mc, engine power, Irrigation area: ha cultivation: stage type of system: sprinkler water source: reservoir spacing between emitters: spacing between sides: overlap: emitter flow rate: g.p.m. do not. Of sprinklers per manifold: no. Of manifold in the system: positions of manifold per turn of irrigation:, Technical data of the system

Raw text data extracted from CAD file:

UBICACIÓN: FECHA: PROYECTO : RESPONSABILIDAD: CONTIENE: Planimetria - Cuadro de Coordenadas ÁREA TOTAL DE TERRENO: PROIETARIO ING. JOEL AGUIRRE LEVANTAMIENTO PLANIMÉTRICO DE LA FINCA " DANNY FARM " MARZO / 2012 21.0 ha Sitio EL ORO Provincia Cantón PASAJE Ubicación AVELINA ING. SANTIAGO RAMÍREZ 1/1000 LÁMINA: ESCALA: Ao Parroquia BUENAVISTA N N Una empresa de clase mundial NOTAS Dibujo : Fecha: Responsable: NEGRO EXISTENTE CODIGO DE COLORES SIMBOLOGIA UBICACION: ROJO INSTALAR AZUL RELOCALIZAR VERDE RETIRAR \W8.56890; NOMBRE DEL PROYECTO \W9.08898; RAZON SOCIAL DEL CONSTRUCTOR \W7.56196; DIRECCION COMPLETA DEL PROYECTO 1. ESTA OBRA DEBER\U+00C1 SER LLEVADA DE ACUERDO AL PROCEDIMIENTO DE OBRAS POR TERCEROS (PROTER), Y LOS DOCUMENTOS DEBER\U+00C1N LLEVAR EL ORDEN COMO LO DICTA ESTE PROCEDIMIENTO. 2. EN CADA REGISTRO DE M.T. DEBER\U+00C1 TENER UN EXCEDENTE DE CABLE (COCA) 3. EL CONDUCTOR DE LAS PANTALLAS SERÁ ALAMBRE DE COBRE # 8 LATITUD 19º 26' 52.15'' LONGITUD 99º 09' 25.85'' REVISIÓN NO. 1 Plano: 1:2 ESCALA: S/E 2,236 m.s.n.m.m. \W9.77697; OBRA A REALIZAR Perdida en descarga CUADRO DE PRESIONES Perdida en secundaria Presion total requerida Presion de operacion Perdida en principal Desnivel topografico Perdida en lateral H -2083490.245866575 B D 150-200 mm FINAL RELLENO INICIAL RELLENO D/2 LECHO DATOS TECNICOS DEL SISTEMA Gasto disponible: Tiempo de riego por posicion: Presion del sistema: DATOS DEL EQUIPO DE BOMBEO Gasto del sistema: Modelo del aspersor: Numero de laterales: Presion de operacion: Lamina horaria de riego: No. de aspersores por lateral: Posiciones diarias por lateral: Evaporacion de la zona: No de dias de riego: Lamina de reposicion: factor del cultivo: Uso Consuntivo: Gasto requerido: Tamano de boquilla: Gasto del aspersor: Espaciamiento: Area a Regar: Tipo de sistema: Fuente de agua: Tiepo de riego por dia: Potencia calculada: Intervalo de riego: Area del aspersor: Area del terreno: Cultivo: PARA PRESIONES DE CHIFON DE: 2.46 kg/cm2 (min) A 4.22 " (max) DIAMETRO DE :26.5 A 33.00mts. CON GASTOS DE:0.360 A 0.909 L.P.S. DE PENDIENTE DE LOS DIAMETROS DE LOS CHIFLONES. ASPERSOR "RAIN BRIND" MODELO Ho.30 CON DOS CHIFLONES CONEXION MACHO 3/4" PESO:566 grms. USE ELEVADOR MINIMO DE 23 cms. 30 H RESERVORIO RESERVORIO GUARDARRAYA \W4.32973; JOSÉ HEREDIA \W4.36202; \T0.90000;MAXIMO \W4.36202; \T0.90000;JARAMILLO \W4.16351; JOEL AGUIRRE \W4.16351; JOEL AGUIRRE Ingreso \W4.16351; JOEL AGUIRRE \W4.16351; JOEL AGUIRRE RÍO RASPAS 01 MOD No. Asp.: 45 Turno No.: 06 MOD No. Asp.: 48 Turno No.: 11 MOD No. Asp.: 49 Turno No.: 16 MOD No. Asp.: Turno No.: 17 MOD No. Asp.: 56 Turno No.: 12 MOD No. Asp.: 48 Turno No.: 07 MOD No. Asp.: Turno No.: 02 MOD No. Asp.: 45 Turno No.: 03 MOD No. Asp.: 50 Turno No.: 04 MOD No. Asp.: 50 Turno No.: 05 MOD No. Asp.: Turno No.: 10 MOD No. Asp.: 48 Turno No.: 15 MOD No. Asp.: 48 Turno No.: 19 MOD No. Asp.: Turno No.: 18 MOD No. Asp.: 56 Turno No.: 13 MOD No. Asp.: 48 Turno No.: 14 MOD No. Asp.: 48 Turno No.: 09 MOD No. Asp.: 47 Turno No.: 22 MOD No. Asp.: 46 Turno No.: 21 MOD No. Asp.: 45 Turno No.: 24 MOD No. Asp.: 45 Turno No.: 23 MOD No. Asp.: 45 Turno No.: 20 MOD No. Asp.: 46 Turno No.: 08 MOD No. Asp.: Turno No.: \W1.17647x;Dibujo : FECHA: \W1.17647x;Dise\W1.17647x;ñ\W1.17647x;ado por: UBICACIÓN: \W9.43751; \W1.17647x;PREDIO \W7.49842; \W1.17647x;FINCA " DANNY FARM " 633766,1935 9623439,0442 ÁREA: PLANO: \H0.99235x;1 \W1;ESCALA: 1:1000 12 m.s.n.m.m. \W5.64191; \W1.17647x;PROYECTO CONTIENE: \W4.11191; \W1.17647x;RIEGO POR ASPERSION \W1.17647x;Sitio \W1.17647x;Parroquia \W1.17647x;Cant\W1.17647x;ó\W1.17647x;n \W1.17647x;Provincia \W9.35417; \W1.17647x;AVELINA \W8.58037; \W1.17647x;BUENAVISTA \W9.42560; \W1.17647x;PASAJE \W9.31846; \W1.17647x;EL ORO A0 \W1.17647x;1. Planimetr\W1.17647x;í\W1.17647x;a 5. Fuente de agua \W1.17647x;2. Tuber\W1.17647x;í\W1.17647x;a de la red principal \W1.17647x;Propietario: \W1.17647x;Revisado por: \W7.03878; \W1.17647x;Ing. Joel Aguirre \W9.89150; \W1.17647x;Pablo Villa Guerrero \W7.62960; \W1.17647x;Ing. Agric. Julio Chabla. M. Sc. \W7.65262; \W1.17647x;05/FEBRERO/2014 \W5.30024; \W1.17647x;22.07 Ha 3. Tubería de los manifold 4. Tubería de los laterales CUADRO DE PRESIONES Presión de operación Perdida en el lateral Perdida en el manifold Perdida en principal Presión total requerida 20 m.c.a 1 m.c.a 3 m.c.a 20 m.c.a 20 m.c.a Potencia del motor 20 HP Área a regar: 22.04 Ha Cultivo: Banano-2da etapa Tipo de sistema: Aspersión Fuente de agua: Reservorio Espaciamiento entre emisores: 14 m Espaciamiento entre laterales: 14 m Traslape: 30% Caudal del emisor: 3.08 G.P.M. No. de aspersores por manifold: 50±5 No. de manifold en el sistema: 24 Posiciones de manifold por turno de riego: 3 DATOS TÉCNICOS DEL SISTEMA

Language	Spanish
Drawing Type	Full Project
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, culture, Design, details, distribution, DWG, einrichtungen, facilities, full, gas, gesundheit, irrigation, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, networks, pipes, Project, provision, sprinkler, wasser bestimmung, water