Dripping With Irrigated DWG Detail for AutoCAD

WORK WITH DRIPPING WITH DETAILS

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

culture, Backwash drain, Gravel filters, relief valve, Avocado plants, Polinaria gutierrez gavilan, Avocado plants, Valv. purge, Spherical valve of, Valv. purge, Irrigation gge el ande, Irrigation gge huayrapata, Hdpe elbow mm, Buching, Hdpe collar, Buching, Mobile irrigation equipment aluminum ibis, Hdpe ball valve, Nipple, quick coupling, valve, Hdpe hose mm, Hdpe elbow mm, Bayonet wrench, tripod, Ibis sprinkler, Pvc mts lift, Self compensating dropper detail, Elbow pvc sap, your B. Pvc sap ml, Hdpe collar, Single acting air valve, your B. Pvc sap ml, Pvc adapter, Oblique valve, Pressure gauge bar, Hdpe collar, Pvc union, Inner pvc sap cbow, Pvc adapter, concrete, metal lid, Earth, Detail of the irrigation bow, Tee pvc sap, Tee pvc, Pvc matrix motherboard, Pvc sapo tubing, Detail of installation of side hoses, Pvc pipe sap variable length on each plot, Whiskers of irrigation hose pe mm, Initial connector packing mm, Final line diverter, Mm obstructer, Blind hose pe mm, Mm obstructer, Initial connector packing mm, N.t., Elbow pvc sap, your B. Pvc sap ml, Hdpe collar, Single acting air valve, your B. Pvc sap ml, N.t., your B. Pvc sap ml, Pvc adapter, Oblique plasson valve, Pressure gauge bar, Hdpe collar, Pvc union, Elbow pvc sap, Pvc adapter, Tee pvc, Pvc matrix motherboard, Purge valve, Pvc adapter, Arc of irrigation, Self compensating dropper each avocado, Pvc sapo tubing, Chile, Loreto, Piura, You lie, Lambayeque, Ancash, lime, Pasco, Huanuco, San Martin, Amazon, Ucayali, Mother of God, I like, Apurimac, I love you, Ica, Arequipa, fist, Moquegua, Tacna, Huancavelica, Cajamarca, Colombia, Ecuador, Bolivia, Chile, Junin, Brazil, Pacific Ocean, Political map of peru, equator, freedom, Chile, Loreto, Piura, You lie, Lambayeque, Ancash, lime, Pasco, Huanuco, San Martin, Amazon, Ucayali, Mother of God, I like, Apurimac, I love you, Ica, Arequipa, fist, Moquegua, Tacna, Huancavelica, Cajamarca, Colombia, Ecuador, Bolivia, Chile, Junin, Brazil, Pacific Ocean, Political map of peru, equator, freedom, Avocado cultivation installed, Arc of irrigation, Pvc sap sp ml tub, Valv. purge, Hose pe mm, Initial connector packing mm, Avocado cultivation installed, Arc of irrigation, Pvc sap sp ml tub, Valv. purge, Hose pe mm, Initial connector packing mm, Datum elev, Of operation gge huayrapata by aspersion ibis system, turn, days, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Own elaboration, Of operation gge huayrapata by adjustable drippers, turn, days, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Ortiz coined, Huaman tuscany, Huaman tuscany, Huaman tuscany, Huaman tuscany, Huaman tuscany, Own elaboration, Hydraulics of nodes, Iii, Hydraulics of nodes, Iii, Hydraulic systems, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Iii, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Vii, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Hydraulics of nodes, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Of operation gge the winners by adjustable drips, turn, days, Fortunato meneses perez, Fortunato meneses perez, Fortunato meneses perez, Fortunato meneses perez, Fortunato meneses perez, Vargas giron, Vargas giron, Bizarre gamboa, Bizarre gamboa, Bizarre gamboa, Bizarre gamboa, Santana gamboa, Santana gamboa, Bizarre yangali, Bizarre yangali, Bizarre yangali, Sotomayor palma, Sotomayor palma, Sotomayor palma, Sotomayor palma, Sotomayor palma, Sotomayor palma, Sotomayor palma, Sotomayor palma, Own elaboration, Hydraulics of nodes, Hydraulic systems, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Of operation gge el ande by adjustable drippers, turn, days, Chamorro alive, Chamorro alive, Chamorro alive, Chamorro alive, Chamorro alive, Chamorro alive, Chamorro alive, Chamorro alive, Chamorro alive, Chamorro alive, Chamorro alive, Chamorro alive, Otarola giron, Chamorro alive, Chamorro alive, Chamorro alive, Chamorro alive, Chamorro alive, Chamorro alive, Own elaboration, Detail of installation of side hoses, Pvc pipe sap variable length on each plot, Whiskers of irrigation hose pe mm, Initial connector packing mm, Final line diverter, Mm obstructer, Blind hose pe mm, Mm obstructer, Initial connector packing mm, N.t., Elbow pvc sap, your B. P

Raw text data extracted from CAD file:

Cultivo Drenaje retrolavado Filtros de grava 4 5 R 6 3 0 2 1 VALVULA DE ALIVIO 48 plantas de Palta (5 x 4) Polinaria Gutierrez Gavilan Polinaria Gutierrez Gavilan Polinaria Gutierrez Gavilan Polinaria Gutierrez Gavilan Polinaria Gutierrez Gavilan Polinaria Gutierrez Gavilan Polinaria Gutierrez Gavilan Polinaria Gutierrez Gavilan 48 plantas de Palta (5 x 4) 48 plantas de Palta (5 x 4) 48 plantas de Palta (5 x 4) 48 plantas de Palta (5 x 4) 48 plantas de Palta (5 x 4) 48 plantas de Palta (5 x 4) 48 plantas de Palta (5 x 4) H-01 Valv. Purga Ø=2" Valvula Esferica de 2 1/2" T-22 T-22 H-01 Valv. Purga Ø=2" T-22 \LSISTEMA DE RIEGO GGE EL ANDE \LSISTEMA DE RIEGO GGE HUAYRAPATA CODO HDPE 32 mm x 1" \L9 \L8 BUCHING Ø = 3/4" x 1" Collarin HDPE Buching Ø 1"x 3/4" \L7 \L6 \L2 \L4 \L3 EQUIPO DE RIEGO MOVIL MINICAÑON DE ALUMINIO IBIS 1" \L1 Valvula bola HDPE Ø 1" Niple Ø 1" c-10 acople rapido Ø 3/4" Valvula de MANGUERA HDPE 32 mm C-4 CODO HDPE 32 mm x1" LLAVE BAYONETA Ø = 3/4" TRIPODE ASPERSOR IBIS ELEVADOR PVC 1.2 mts c-10 Detalle del Gotero Autocompensante Detalle del Gotero Autocompensante 1.70 0.10 0.10 0.80 \W5.49602; Codo PVC SAP \W7.15162; Ø = 2" x 90° \W5.49602; Codo PVC SAP \W7.15162; Ø = 2" x 90° \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.70 ml \W5.94840; Collarin HDPE \W7.69669; Ø = 2" x 1" \W2.01740; Válvula de Aire Ø = 1" \W5.92459; Simple efecto \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.20 ml \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.20 ml \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.70 ml \W5.56744; Adaptador PVC \W7.07435; Ø = 2" \W1.11968; VALVULA OBLICUA Ø = 2" \W5.72706; Manómetro de \W5.75087; Presión 6 bar \W5.94840; Collarin HDPE \W6.40803; Ø = 2" x 1/4" \W4.70325; Unión PVC R/H \W7.07435; Ø = 2" \W0.42459; Codo PVC SAP C/R interna \W7.15162; Ø = 2" x 90° \W5.56744; Adaptador PVC \W7.07435; Ø = 2" Concreto f¨c = 140 kg/cm2 Tapa Metalica 1.8 x 0.6m e =1/8" \W9.18649; Tierra DETALLE DEL ARCO DE RIEGO Ø=2" \W6.16268; Tee PVC SAP \W7.69669; Ø = 2" x 2" \W7.56744; Tee PVC Ø = 6", 4",3",2", 2 1/2" x 2" \W2.01983; Tuberia PVC SAP Matriz \W2.26133; Ø = 6", 4",3",2", 2 1/2" \W0.64349; Tuberia PVC SAPØ = 2", 1 \W0.64349; 1/2" DETALLE DE INSTALACION DE MANGUERAS LATERALES Tubería PVC SAP Ø = 2" Longitud Variable en cada parcela Bigotes de riego Manguera PE Ø = 16 mm Conector Inicial + empaque ø = 16 mm Obstorador ó Final de Linea Obsturador Ø = 16 mm Manguera ciegas PE Ø = 16 mm Manguera ciegas PE Ø = 16 mm Manguera ciegas PE Ø = 16 mm Obsturador Ø = 16 mm Conector Inicial + empaque ø = 16 mm N.T. \W5.49602; Codo PVC SAP \W7.15162; Ø = 2" x 90° \W5.49602; Codo PVC SAP \W7.15162; Ø = 2" x 90° \W5.49602; Codo PVC SAP \W7.15162; Ø = 2" x 90° \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.70 ml \W5.94840; Collarin HDPE \W7.69669; Ø = 2" x 1" \W2.01740; Válvula de Aire Ø = 1" \W5.92459; Simple efecto \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.20 ml \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.20 ml \W9.80554; N.T. \W6.44840; H = 0.4 ml \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.70 ml \W5.56744; Adaptador PVC \W7.07435; Ø = 2" \W1.11968; VALVULA OBLICUA Ø = 2" \W1.11968; PLASSON \W5.72706; Manómetro de \W5.75087; Presión 6 bar \W5.94840; Collarin HDPE \W6.40803; Ø = 2" x 1/4" \W4.70325; Unión PVC R/H \W7.07435; Ø = 2" \W1.07206; Codo PVC SAP Ø = 2" x \W1.07206; 90° \W5.56744; Adaptador PVC \W7.07435; Ø = 2" \W7.56744; Tee PVC Ø = 6", 4",3",2", 2 1/2" x 2" \W2.01983; Tuberia PVC SAP Matriz \W2.26133; Ø = 6", 4",3",2", 2 1/2" \W6.04363; Valvula Purga \W7.07435; Ø = 2" \W5.56744; Adaptador PVC \W7.07435; Ø = 2" ARCO DE RIEGO Ø = 2" Gotero Auto compensante a Cada Palta \W0.64349; Tuberia PVC SAPØ = 2", 1 \W0.64349; 1/2" 4° 12° 80° 76° 72° CHILE 8° 16° LORETO PIURA TUMBES LAMBAYEQUE ANCASH LIMA PASCO HUANUCO SAN MARTIN AMAZONAS UCAYALI MADRE DE DIOS CUZCO APURIMAC AYACUCHO ICA AREQUIPA PUNO MOQUEGUA TACNA HUANCAVELICA CAJAMARCA COLOMBIA ECUADOR BOLIVIA CHILE JUNIN BRASIL OCÈANO PACÌFICO MAPA POLÌTICO DEL PERÙ LINEA ECUATORIAL LA LIBERTAD N 4° 12° 80° 76° 72° CHILE 8° 16° LORETO PIURA TUMBES LAMBAYEQUE ANCASH LIMA PASCO HUANUCO SAN MARTIN AMAZONAS UCAYALI MADRE DE DIOS CUZCO APURIMAC AYACUCHO ICA AREQUIPA PUNO MOQUEGUA TACNA HUANCAVELICA CAJAMARCA COLOMBIA ECUADOR BOLIVIA CHILE JUNIN BRASIL OCÈANO PACÌFICO MAPA POLÌTICO DEL PERÙ LINEA ECUATORIAL LA LIBERTAD Cultivo de Palto Instalado Arco de Riego Tuberia PVC SAP SP Ø =2" L =50 ml Valv. Purga Ø=2" Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Conector Inicial + Empaque Ø = 16 mm Cultivo de Palto Instalado Arco de Riego Tuberia PVC SAP SP Ø =2" L =50 ml Valv. Purga Ø=2" Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Conector Inicial + Empaque Ø = 16 mm DATUM ELEV 1 \fArial|b1|i0|c0;\C7;PARAMETROS DE OPERACION - GGE HUAYRAPATA (RIEGO POR ASPERSION IBIS Ø= 1" SISTEMA MOVIL) \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7;Sector \fArial|b1|i0|c0;\C7;BENEFICIARIOS \fArial|b1|i0|c0;\C7;Turno \fArial|b1|i0|c0;\C7;Tiempo \fArial|b1|i0|c0;\C7;Hidantes/ \fArial|b1|i0|c0;\C7;Area Turno \fArial|b1|i0|c0;\C7;Caudal/Hidr. \fArial|b1|i0|c0;\C7;Caudal/Hidr. \fArial|b1|i0|c0;\C7;Caudal/Turno \fArial|b1|i0|c0;\C7;Caudal/Turno \fArial|b1|i0|c0;\C7;Tiempo de \fArial|b1|i0|c0;\C7;Tiempo de \fArial|b1|i0|c0;\C7;horas \fArial|b1|i0|c0;\C7;Turno \fArial|b1|i0|c0;\C7;(Ha) \fArial|b1|i0|c0;\C7;(l/s) \fArial|b1|i0|c0;\C7;(m3/h) \fArial|b1|i0|c0;\C7;(l/s) \fArial|b1|i0|c0;\C7;(m3/h) \fArial|b1|i0|c0;\C7;Riego/Turno -día \fArial|b1|i0|c0;\C7;Riego/Turno - 8 días \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;I \fArial|b0|i0|c0;\C7;"7:00am^J - 11:00am" \fArial|b0|i0|c0;\C7;H-01 \fArial|b0|i0|c0;\C7;0.80 \fArial|b0|i0|c0;\C7;1.10 \fArial|b0|i0|c0;\C7;3.96 \fArial|b0|i0|c0;\C7;5.50 \fArial|b0|i0|c0;\C7;19.80 \fArial|b0|i0|c0;\C7;0.48 \fArial|b0|i0|c0;\C7;4 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;H-02 \fArial|b0|i0|c0;\C7;2.20 \fArial|b0|i0|c0;\C7;7.92 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;H-03 \fArial|b0|i0|c0;\C7;2.20 \fArial|b0|i0|c0;\C7;7.92 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;"12:00pm^J - 4:00pm" \fArial|b0|i0|c0;\C7;H-01 \fArial|b0|i0|c0;\C7;2.20 \fArial|b0|i0|c0;\C7;7.92 \fArial|b0|i0|c0;\C7;4.40 \fArial|b0|i0|c0;\C7;15.84 \fArial|b0|i0|c0;\C7;0.48 \fArial|b0|i0|c0;\C7;4 \fArial|b0|i0|c0;\C7;5.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;H-02 \fArial|b0|i0|c0;\C7;1.10 \fArial|b0|i0|c0;\C7;3.96 \fArial|b0|i0|c0;\C7;6.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;H-03 \fArial|b0|i0|c0;\C7;1.10 \fArial|b0|i0|c0;\C7;3.96 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;II \fArial|b0|i0|c0;\C7;"7:00am^J - 11:00am" \fArial|b0|i0|c0;\C7;H-02 \fArial|b0|i0|c0;\C7;0.75 \fArial|b0|i0|c0;\C7;2.20 \fArial|b0|i0|c0;\C7;7.92 \fArial|b0|i0|c0;\C7;5.50 \fArial|b0|i0|c0;\C7;19.80 \fArial|b0|i0|c0;\C7;0.48 \fArial|b0|i0|c0;\C7;4 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;H-04 \fArial|b0|i0|c0;\C7;3.30 \fArial|b0|i0|c0;\C7;11.88 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;"12:00pm^J - 4:00pm" \fArial|b0|i0|c0;\C7;H-02 \fArial|b0|i0|c0;\C7;2.20 \fArial|b0|i0|c0;\C7;7.92 \fArial|b0|i0|c0;\C7;5.50 \fArial|b0|i0|c0;\C7;19.80 \fArial|b0|i0|c0;\C7;0.48 \fArial|b0|i0|c0;\C7;4 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;H-04 \fArial|b0|i0|c0;\C7;3.30 \fArial|b0|i0|c0;\C7;11.88 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;III \fArial|b0|i0|c0;\C7;"7:00am^J - 11:00am" \fArial|b0|i0|c0;\C7;H-05 \fArial|b0|i0|c0;\C7;0.75 \fArial|b0|i0|c0;\C7;3.30 \fArial|b0|i0|c0;\C7;11.88 \fArial|b0|i0|c0;\C7;5.50 \fArial|b0|i0|c0;\C7;19.80 \fArial|b0|i0|c0;\C7;0.48 \fArial|b0|i0|c0;\C7;4 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;H-06 \fArial|b0|i0|c0;\C7;2.20 \fArial|b0|i0|c0;\C7;7.92 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;"12:00pm^J - 4:00pm" \fArial|b0|i0|c0;\C7;H-05 \fArial|b0|i0|c0;\C7;3.30 \fArial|b0|i0|c0;\C7;11.88 \fArial|b0|i0|c0;\C7;5.50 \fArial|b0|i0|c0;\C7;19.80 \fArial|b0|i0|c0;\C7;0.48 \fArial|b0|i0|c0;\C7;4 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;H-06 \fArial|b0|i0|c0;\C7;2.20 \fArial|b0|i0|c0;\C7;7.92 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;IV \fArial|b0|i0|c0;\C7;"7:00am^J - 11:00am" \fArial|b0|i0|c0;\C7;H-07 \fArial|b0|i0|c0;\C7;0.70 \fArial|b0|i0|c0;\C7;2.20 \fArial|b0|i0|c0;\C7;7.92 \fArial|b0|i0|c0;\C7;4.40 \fArial|b0|i0|c0;\C7;15.84 \fArial|b0|i0|c0;\C7;0.48 \fArial|b0|i0|c0;\C7;4 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;H-08 \fArial|b0|i0|c0;\C7;2.20 \fArial|b0|i0|c0;\C7;7.92 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;"12:00pm^J - 4:00pm" \fArial|b0|i0|c0;\C7;H-07 \fArial|b0|i0|c0;\C7;2.20 \fArial|b0|i0|c0;\C7;7.92 \fArial|b0|i0|c0;\C7;5.50 \fArial|b0|i0|c0;\C7;19.80 \fArial|b0|i0|c0;\C7;0.48 \fArial|b0|i0|c0;\C7;4 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;H-08 \fArial|b0|i0|c0;\C7;3.30 \fArial|b0|i0|c0;\C7;11.88 \fArial|b0|i1|c0;\C7;Fuente: Elaboración Propia \fArial|b1|i0|c0;\C7;TOTAL (ha) \fArial|b1|i0|c0;\C7;3.00 \fArial|b1|i0|c0;\C7;TOTAL (hr) \fArial|b1|i0|c0;\C7;3.84 \fArial|b1|i0|c0;\C7;31 \fArial|b1|i0|c0;\C7;PARAMETROS DE OPERACION - GGE HUAYRAPATA (RIEGO POR GOTEROS REGULABLES R-60 Verde) \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\c0;Sector \fArial|b1|i0|c0;\c0;BENEFICIARIOS \fArial|b1|i0|c0;\c0;Turno \fArial|b1|i0|c0;\c0;Tiempo \fArial|b1|i0|c0;\c0;Hidantes/ \fArial|b1|i0|c0;\c0;Area Turno \fArial|b1|i0|c0;\c0;Caudal/Hidr. \fArial|b1|i0|c0;\c0;Caudal/Hidr. \fArial|b1|i0|c0;\c0;Caudal/Turno \fArial|b1|i0|c0;\c0;Caudal/Turno \fArial|b1|i0|c0;\c0;Tiempo de \fArial|b1|i0|c0;\c0;Tiempo de \fArial|b1|i0|c0;\c0;horas \fArial|b1|i0|c0;\c0;Turno \fArial|b1|i0|c0;\c0;(Ha) \fArial|b1|i0|c0;\c0;(l/s) \fArial|b1|i0|c0;\c0;(m3/h) \fArial|b1|i0|c0;\c0;(l/s) \fArial|b1|i0|c0;\c0;(m3/h) \fArial|b1|i0|c0;\c0;Riego/Turno -día \fArial|b1|i0|c0;\c0;Riego/Turno - 8 días \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;V \fArial|b0|i0|c0;\C7;"6:00am^J 1:00pm" \fArial|b0|i0|c0;\C7;AR-01 \fArial|b0|i0|c0;\C7;1.40 \fArial|b0|i0|c0;\C7;1.65 \fArial|b0|i0|c0;\C7;5.94 \fArial|b0|i0|c0;\C7;4.95 \fArial|b0|i0|c0;\C7;17.82 \fArial|b0|i0|c0;\C7;0.87 \fArial|b0|i0|c0;\C7;7.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;AR-03 \fArial|b0|i0|c0;\C7;3.30 \fArial|b0|i0|c0;\C7;11.88 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;"1:00am^J 8:00pm" \fArial|b0|i0|c0;\C7;AR-02 \fArial|b0|i0|c0;\C7;1.97 \fArial|b0|i0|c0;\C7;7.09 \fArial|b0|i0|c0;\C7;5.17 \fArial|b0|i0|c0;\C7;18.61 \fArial|b0|i0|c0;\C7;0.87 \fArial|b0|i0|c0;\C7;7.0 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;AR-04 \fArial|b0|i0|c0;\C7;3.20 \fArial|b0|i0|c0;\C7;11.52 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;VI \fArial|b0|i0|c0;\C7;"6:00am^J 1:00pm" \fArial|b0|i0|c0;\C7;AR-05 \fArial|b0|i0|c0;\C7;1.05 \fArial|b0|i0|c0;\C7;2.78 \fArial|b0|i0|c0;\C7;10.01 \fArial|b0|i0|c0;\C7;4.95 \fArial|b0|i0|c0;\C7;17.82 \fArial|b0|i0|c0;\C7;0.87 \fArial|b0|i0|c0;\C7;7.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Victor Ortiz Acuña \fArial|b0|i0|c0;\C7;AR-06 \fArial|b0|i0|c0;\C7;2.17 \fArial|b0|i0|c0;\C7;7.81 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Alberto Huaman Toscano \fArial|b0|i0|c0;\C7;"1:00am^J 8:00pm" \fArial|b0|i0|c0;\C7;AR-08 \fArial|b0|i0|c0;\C7;2.15 \fArial|b0|i0|c0;\C7;7.74 \fArial|b0|i0|c0;\C7;4.25 \fArial|b0|i0|c0;\C7;15.30 \fArial|b0|i0|c0;\C7;0.87 \fArial|b0|i0|c0;\C7;7.0 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Alberto Huaman Toscano \fArial|b0|i0|c0;\C7;AR-09 \fArial|b0|i0|c0;\C7;2.10 \fArial|b0|i0|c0;\C7;7.56 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Alberto Huaman Toscano \fArial|b0|i0|c0;\C7;VII \fArial|b0|i0|c0;\C7;"6:00am^J 1:00pm" \fArial|b0|i0|c0;\C7;AR-07 \fArial|b0|i0|c0;\C7;0.55 \fArial|b0|i0|c0;\C7;0.80 \fArial|b0|i0|c0;\C7;2.88 \fArial|b0|i0|c0;\C7;3.87 \fArial|b0|i0|c0;\C7;13.93 \fArial|b0|i0|c0;\C7;0.87 \fArial|b0|i0|c0;\C7;7.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Alberto Huaman Toscano \fArial|b0|i0|c0;\C7;AR-10 \fArial|b0|i0|c0;\C7;1.62 \fArial|b0|i0|c0;\C7;5.83 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Alberto Huaman Toscano \fArial|b0|i0|c0;\C7;AR-11 \fArial|b0|i0|c0;\C7;1.45 \fArial|b0|i0|c0;\C7;5.22 \fArial|b0|i1|c0;\C7;Fuente: Elaboración Propia \fArial|b1|i0|c0;\C7;TOTAL (ha) \fArial|b1|i0|c0;\C7;3.00 \fArial|b1|i0|c0;\C7;TOTAL (hr) \fArial|b1|i0|c0;\C7;4.35 \fArial|b1|i0|c0;\C7;35 \fCalibri|b1|i0|c0;\C7;CARACTERISTICAS HIDRAULICAS DE NODOS \fCalibri|b1|i0|c0;\C7;"LABEL^J" \fCalibri|b1|i0|c0;\C7;"Q demanda^J (L/s)" \fCalibri|b1|i0|c0;\C7;"COTA^J (m)" \fCalibri|b1|i0|c0;\C7;"COTA PIEZOMETRICA^J (m)" \fCalibri|b1|i0|c0;\C7;"PRESION^J (m H2O)" \fCalibri|b1|i0|c0;\c255;SECTOR I H-01 1.10 3,039.28 3,059.25 19.90 H-02 2.20 3,032.71 3,058.01 25.30 H-03 2.20 3,026.01 3,057.08 31.00 \fCalibri|b1|i0|c0;\c255;SECTOR II H-02 2.20 3,032.71 3,057.38 24.60 H-04 3.30 3,016.15 3,053.71 37.50 \fCalibri|b1|i0|c0;\c255;SECTOR III H-05, H-06 5.50 3,032.26 3,052.76 20.50 \fCalibri|b1|i0|c0;\c255;SECTOR IV H-07, H-08 5.50 3,011.57 3,047.55 35.90 \fCalibri|b1|i0|c0;\c255;SECTOR V AR-01, AR-02 1.97 2,999.68 3,013.59 13.90 AR-03, AR-04 3.20 2,989.14 3,012.72 23.50 \fCalibri|b1|i0|c0;\c255;SECTOR VI AR-05, AR-06 4.95 2,979.86 3,009.84 29.90 \fCalibri|b1|i0|c0;\c255;SECTOR II AR-07 0.80 3,049.94 3,084.55 34.50 AR-10 1.62 3,062.26 3,084.32 22.00 AR-11 1.45 3,053.89 3,084.12 30.20 \fCalibri|b1|i0|c0;\C7;CARACTERISTICAS HIDRAULICAS DE NODOS \fCalibri|b1|i0|c0;\C7;"LABEL^J" \fCalibri|b1|i0|c0;\C7;"Q demanda^J (L/s)" \fCalibri|b1|i0|c0;\C7;"COTA^J (m)" \fCalibri|b1|i0|c0;\C7;"COTA PIEZOMETRICA^J (m)" \fCalibri|b1|i0|c0;\C7;"PRESION^J (m H2O)" \fCalibri|b1|i0|c0;\c255;SECTOR I H-01 1.10 3,039.28 3,059.25 19.90 H-02 2.20 3,032.71 3,058.01 25.30 H-03 2.20 3,026.01 3,057.08 31.00 \fCalibri|b1|i0|c0;\c255;SECTOR II H-02 2.20 3,032.71 3,057.38 24.60 H-04 3.30 3,016.15 3,053.71 37.50 \fCalibri|b1|i0|c0;\c255;SECTOR III H-05, H-06 5.50 3,032.26 3,052.76 20.50 \fCalibri|b1|i0|c0;\c255;SECTOR IV H-07, H-08 5.50 3,011.57 3,047.55 35.90 \fCalibri|b1|i0|c0;\c255;SECTOR V AR-01, AR-02 1.97 2,999.68 3,013.59 13.90 AR-03, AR-04 3.20 2,989.14 3,012.72 23.50 \fCalibri|b1|i0|c0;\c255;SECTOR VI AR-05, AR-06 4.95 2,979.86 3,009.84 29.90 \fCalibri|b1|i0|c0;\c255;SECTOR II AR-07 0.80 3,049.94 3,084.55 34.50 AR-10 1.62 3,062.26 3,084.32 22.00 AR-11 1.45 3,053.89 3,084.12 30.20 \fCalibri|b1|i0|c0;\C7;CARACTERISTICAS HIDRAULICAS DE TUBERIAS \fCalibri|b1|i0|c0;\C7;"LABEL^J" \fCalibri|b1|i0|c0;\C7;"LONGITUD ^J (m)" \fCalibri|b1|i0|c0;\C7;"NODO^J INICIO" \fCalibri|b1|i0|c0;\C7;"NODO^J FINAL" \fCalibri|b1|i0|c0;\C7;"DIAMETRO^J (mm)" \fCalibri|b1|i0|c0;\C7;"MATERIAL^J" \fCalibri|b1|i0|c0;\C7;"Hazen-Williams^J C" \fCalibri|b1|i0|c0;\C7;"CAUDAL^J (L/s)" \fCalibri|b1|i0|c0;\C7;"VELOCIDAD^J(m/s)" \fCalibri|b1|i0|c0;\C7;"PERDIDA^J (m/m)" \fCalibri|b1|i0|c0;\c255;SECTOR I P-1 43.81 R-1 T-01 90.00 PVC 150.00 5.50 0.86 0.01 P-4 50.33 T-01 T-02 90.00 PVC 150.00 5.50 0.86 0.01 P-7 88.96 T-02 T-03 90.00 PVC 150.00 5.50 0.86 0.01 P-10 254.62 T-03 J-03 90.00 PVC 150.00 5.50 0.86 0.01 P-11 247.34 CRP-01 T-04 90.00 PVC 150.00 5.50 0.86 0.01 P-13 27.13 H-01 T-05 63.00 PVC 150.00 4.40 1.41 0.03 P-14 16.34 T-04 H-01 63.00 PVC 150.00 5.50 1.76 0.05 P-15 13.80 T-05 H-02 63.00 PVC 150.00 4.40 1.41 0.03 P-16 36.05 H-02 H-03 50.00 PVC 150.00 2.20 1.12 0.03 \fCalibri|b1|i0|c0;\c255;SECTOR II P-1 43.81 R-1 T-01 90.00 PVC 150.00 5.50 0.86 0.01 P-4 50.33 T-01 T-02 90.00 PVC 150.00 5.50 0.86 0.01 P-7 88.96 T-02 T-03 90.00 PVC 150.00 5.50 0.86 0.01 P-10 254.62 T-03 J-03 90.00 PVC 150.00 5.50 0.86 0.01 P-11 247.34 CRP-01 T-04 90.00 PVC 150.00 5.50 0.86 0.01 P-13 27.13 H-01 T-05 63.00 PVC 150.00 5.50 1.76 0.05 P-14 16.34 T-04 H-01 63.00 PVC 150.00 5.50 1.76 0.05 P-15 13.80 T-05 H-02 63.00 PVC 150.00 5.50 1.76 0.05 P-16 36.05 H-02 H-03 50.00 PVC 150.00 3.30 1.68 0.06 P-17 30.81 H-03 H-04 50.00 PVC 150.00 3.30 1.68 0.06 \fCalibri|b1|i0|c0;\c255;SECTOR III P-1 43.81 R-1 T-01 90.00 PVC 150.00 5.50 0.86 0.01 P-4 50.33 T-01 T-02 90.00 PVC 150.00 5.50 0.86 0.01 P-7 88.96 T-02 T-03 90.00 PVC 150.00 5.50 0.86 0.01 P-10 254.62 T-03 J-03 90.00 PVC 150.00 5.50 0.86 0.01 P-11 247.34 CRP-01 T-04 90.00 PVC 150.00 5.50 0.86 0.01 P-13 27.13 H-01 T-05 63.00 PVC 150.00 5.50 1.76 0.05 P-14 16.34 T-04 H-01 63.00 PVC 150.00 5.50 1.76 0.05 P-18 114.36 T-05 H-05, H-06 63.00 PVC 150.00 5.50 1.76 0.05 \fCalibri|b1|i0|c0;\c255;SECTOR IV P-1 43.81 R-1 T-01 90.00 PVC 150.00 5.50 0.86 0.01 P-4 50.33 T-01 T-02 90.00 PVC 150.00 5.50 0.86 0.01 P-7 88.96 T-02 T-03 90.00 PVC 150.00 5.50 0.86 0.01 P-10 254.62 T-03 J-03 90.00 PVC 150.00 5.50 0.86 0.01 P-11 247.34 CRP-01 T-04 90.00 PVC 150.00 5.50 0.86 0.01 P-13 27.13 H-01 T-05 63.00 PVC 150.00 5.50 1.76 0.05 P-14 16.34 T-04 H-01 63.00 PVC 150.00 5.50 1.76 0.05 P-18 114.36 T-05 H-05, H-06 63.00 PVC 150.00 5.50 1.76 0.05 P-19 60.94 H-05, H-06 T-06 63.00 PVC 150.00 5.50 1.76 0.05 P-20 17.13 T-06 H-07, H-08 50.00 PVC 150.00 5.50 2.80 0.14 \fCalibri|b1|i0|c0;\c255;SECTOR V P-1 43.81 R-1 T-01 90.00 PVC 150.00 5.17 0.81 0.01 P-4 50.33 T-01 T-02 90.00 PVC 150.00 5.17 0.81 0.01 P-7 88.96 T-02 T-03 90.00 PVC 150.00 5.17 0.81 0.01 P-10 254.62 T-03 J-03 90.00 PVC 150.00 5.17 0.81 0.01 P-11 247.34 CRP-01 T-04 90.00 PVC 150.00 5.17 0.81 0.01 P-13 27.13 H-01 T-05 63.00 PVC 150.00 5.17 1.66 0.04 P-14 16.34 T-04 H-01 63.00 PVC 150.00 5.17 1.66 0.04 P-18 114.36 T-05 H-05, H-06 63.00 PVC 150.00 5.17 1.66 0.04 P-19 60.94 H-05, H-06 T-06 63.00 PVC 150.00 5.17 1.66 0.04 P-21 34.45 CRP-02 AR-01, AR-02 63.00 PVC 150.00 5.17 1.66 0.04 P-22 51.55 AR-01, AR-02 AR-03, AR-04 63.00 PVC 150.00 3.20 1.03 0.02 \fCalibri|b1|i0|c0;\c255;SECTOR VI P-1 43.81 R-1 T-01 90.00 PVC 150.00 4.95 0.78 0.01 P-4 50.33 T-01 T-02 90.00 PVC 150.00 4.95 0.78 0.01 P-7 88.96 T-02 T-03 90.00 PVC 150.00 4.95 0.78 0.01 P-10 254.62 T-03 J-03 90.00 PVC 150.00 4.95 0.78 0.01 P-11 247.34 CRP-01 T-04 90.00 PVC 150.00 4.95 0.78 0.01 P-13 27.13 H-01 T-05 63.00 PVC 150.00 4.95 1.59 0.04 P-14 16.34 T-04 H-01 63.00 PVC 150.00 4.95 1.59 0.04 P-18 114.36 T-05 H-05, H-06 63.00 PVC 150.00 4.95 1.59 0.04 P-19 60.94 H-05, H-06 T-06 63.00 PVC 150.00 4.95 1.59 0.04 P-21 34.45 CRP-02 AR-01, AR-02 63.00 PVC 150.00 4.95 1.59 0.04 P-22 51.55 AR-01, AR-02 AR-03, AR-04 63.00 PVC 150.00 4.95 1.59 0.04 P-23 50.81 AR-03, AR-04 AR-05, AR-06 63.00 PVC 150.00 4.95 1.59 0.04 \fCalibri|b1|i0|c0;\c255;SECTOR VII P-1 43.81 R-1 T-01 90.00 PVC 150.00 3.87 0.61 0.00 P-4 50.33 T-01 T-02 90.00 PVC 150.00 3.87 0.61 0.00 P-5 17.96 T-02 AR-10 63.00 PVC 150.00 3.07 0.98 0.02 P-6 51.82 AR-10 AR-11 63.00 PVC 150.00 1.45 0.47 0.00 P-7 88.96 T-02 T-03 90.00 PVC 150.00 0.80 0.13 0.000 P-8 27.24 T-03 AR-07 63.00 PVC 150.00 0.80 0.26 0.00 \fCalibri|b1|i0|c0;\C7;CARACTERISTICAS HIDRAULICAS DE NODOS \fCalibri|b1|i0|c0;\C7;"LABEL^J" \fCalibri|b1|i0|c0;\C7;"Q demanda^J (L/s)" \fCalibri|b1|i0|c0;\C7;"COTA^J (m)" \fCalibri|b1|i0|c0;\C7;"COTA PIEZOMETRICA^J (m)" \fCalibri|b1|i0|c0;\C7;"PRESION^J (m H2O)" \fCalibri|b1|i0|c0;\c255;SECTOR I AR-01 2.03 2,845.47 2,879.66 34.10 AR-02, AR-03 3.37 2,837.31 2,875.23 37.80 AR-04, AR-05 3.14 2,831.15 2,874.58 43.30 AR-06 1.83 2,814.81 2,836.74 21.90 AR-07 1.83 2,806.82 2,835.73 28.90 AR-08 0.50 2,792.62 2,820.84 28.20 AR-09 2.40 2,793.11 2,816.77 23.60 AR-10 2.40 2,788.01 2,810.17 22.10 AR-11 2.00 2,786.55 2,809.20 22.60 AR-12 2.00 2,779.97 2,806.31 26.30 AR-13 1.07 2,779.56 2,806.23 26.60 AR-14 1.20 2,777.63 2,806.12 28.40 AR-15 2.00 2,781.31 2,817.82 36.40 AR-16 1.17 2,778.48 2,817.69 39.10 AR-17, AR-18 2.62 2,797.29 2,826.14 28.80 AR-19, AR-20 2.57 2,788.37 2,825.51 37.10 AR-21, AR-22 2.17 2,791.09 2,814.02 22.90 AR-23, AR-24 7.59 2,786.35 2,810.03 23.60 \fCalibri|b1|i0|c0;\C7;"LABEL^J" \fCalibri|b1|i0|c0;\C7;"LONGITUD ^J (m)" \fCalibri|b1|i0|c0;\C7;"NODO^J INICIO" \fCalibri|b1|i0|c0;\C7;"NODO^J FINAL" \fCalibri|b1|i0|c0;\C7;"DIAMETRO^J (mm)" \fCalibri|b1|i0|c0;\C7;"MATERIAL^J" \fCalibri|b1|i0|c0;\C7;"Hazen-Williams^J C" \fCalibri|b1|i0|c0;\C7;"CAUDAL^J (L/s)" \fCalibri|b1|i0|c0;\C7;"VELOCIDAD^J(m/s)" \fCalibri|b1|i0|c0;\C7;"PERDIDA^J (m/m)" P-1 9.43 AR-12 AR-13 63.00 PVC 150.00 2.27 0.73 0.009 P-2 16.55 AR-10 AR-11 63.00 PVC 150.00 6.27 2.01 0.058 P-3 32.05 T-03 AR-09 63.00 PVC 150.00 11.07 3.55 0.168 P-4 39.97 AR-13 AR-14 63.00 PVC 150.00 1.20 0.38 0.003 P-5 47.92 AR-21, AR-22 AR-23, AR-24 63.00 PVC 150.00 7.59 2.43 0.083 P-6 55.90 AR-17, AR-18 AR-19, AR-20 63.00 PVC 150.00 2.57 0.82 0.011 P-7 62.01 AR-09 AR-10 63.00 PVC 150.00 8.67 2.78 0.107 P-8 91.34 AR-17, AR-18 AR-21, AR-22 63.00 PVC 150.00 9.76 3.13 0.133 P-9 100.61 AR-11 AR-12 63.00 PVC 150.00 4.27 1.37 0.029 P-10 3.36 T-04 J-01 63.00 PVC 150.00 0.00 0.00 0.000 P-11 10.60 AR-16 J-02 63.00 PVC 150.00 0.00 0.00 0.000 P-12 14.71 T-04 AR-15 63.00 PVC 150.00 3.17 1.02 0.017 P-13 17.94 T-02 AR-06 110.00 PVC 150.00 18.40 1.94 0.028 P-14 43.13 AR-06 AR-07 110.00 PVC 150.00 16.57 1.74 0.023 P-15 50.68 AR-15 AR-16 63.00 PVC 150.00 1.17 0.38 0.003 P-16 60.17 T-03 AR-08 63.00 PVC 150.00 3.67 1.18 0.022 P-17 63.78 T-06 J-03 63.00 PVC 150.00 0.00 0.00 0.000 P-18 71.31 T-05 J-04 250.00 PVC 150.00 0.00 0.00 0.000 P-19 83.92 T-06 AR-17, AR-18 90.00 PVC 150.00 14.95 2.35 0.051 P-20 131.11 T-05 T-06 90.00 PVC 150.00 14.95 2.35 0.051 P-21 137.07 T-02 T-05 250.00 PVC 150.00 14.95 0.30 0.000 P-22 167.69 AR-08 T-04 63.00 PVC 150.00 3.17 1.02 0.017 P-23 40.08 AR-02, AR-03 AR-04, AR-05 63.00 PVC 150.00 3.14 1.01 0.016 P-24 72.83 T-01 J-05 200.00 PVC 150.00 33.35 1.06 0.005 P-25 161.71 R-2 T-02 200.00 PVC 150.00 33.35 1.06 0.005 P-26 70.60 AR-01 AR-02, AR-03 63.00 PVC 150.00 6.51 2.09 0.063 P-27 74.27 AR-07 REDUC-01 110.00 PVC 150.00 14.74 1.55 0.019 P-28 85.96 T-01 AR-01 63.00 PVC 150.00 8.54 2.74 0.104 P-29 42.80 REDUC-01 T-03 63.00 PVC 150.00 14.74 4.73 0.285 P-30 202.75 R-3 T-01 200.00 PVC 150.00 41.89 1.33 0.007 P-31 207.37 R-1 J-06 200.00 PVC 150.00 41.89 1.33 0.007 \fArial|b1|i0|c0;\C7;PARAMETROS DE OPERACION - GGE LOS TRIUNFADORES (RIEGO POR GOTEROS REGULABLES R-60 Verde) \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7;Sector \fArial|b1|i0|c0;\C7;BENEFICIARIOS \fArial|b1|i0|c0;\C7;Turno \fArial|b1|i0|c0;\C7;Tiempo \fArial|b1|i0|c0;\C7;Hidantes/ \fArial|b1|i0|c0;\C7;Area Turno \fArial|b1|i0|c0;\C7;Caudal/Hidr. \fArial|b1|i0|c0;\C7;Caudal/Hidr. \fArial|b1|i0|c0;\C7;Caudal/Turno \fArial|b1|i0|c0;\C7;Caudal/Turno \fArial|b1|i0|c0;\C7;Tiempo de \fArial|b1|i0|c0;\C7;Tiempo de \fArial|b1|i0|c0;\C7;horas \fArial|b1|i0|c0;\C7;Turno \fArial|b1|i0|c0;\C7;(Ha) \fArial|b1|i0|c0;\C7;(l/s) \fArial|b1|i0|c0;\C7;(m3/h) \fArial|b1|i0|c0;\C7;(l/s) \fArial|b1|i0|c0;\C7;(m3/h) \fArial|b1|i0|c0;\C7;Riego/Turno -día \fArial|b1|i0|c0;\C7;Riego/Turno - 8 días \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Jorge Fortunato Meneses Perez \fArial|b0|i0|c0;\C7;I \fArial|b0|i0|c0;\C7;"6:00am^J 8:00pm" \fArial|b0|i0|c0;\C7;AR-01 \fArial|b0|i0|c0;\C7;1.25 \fArial|b0|i0|c0;\C7;2.03 \fArial|b0|i0|c0;\C7;7.31 \fArial|b0|i0|c0;\C7;8.54 \fArial|b0|i0|c0;\C7;30.74 \fArial|b0|i0|c0;\C7;1.6 \fArial|b0|i0|c0;\C7;13.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Jorge Fortunato Meneses Perez \fArial|b0|i0|c0;\C7;AR-02 \fArial|b0|i0|c0;\C7;1.55 \fArial|b0|i0|c0;\C7;5.58 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Jorge Fortunato Meneses Perez \fArial|b0|i0|c0;\C7;AR-03 \fArial|b0|i0|c0;\C7;1.82 \fArial|b0|i0|c0;\C7;6.55 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Jorge Fortunato Meneses Perez \fArial|b0|i0|c0;\C7;AR-04 \fArial|b0|i0|c0;\C7;1.97 \fArial|b0|i0|c0;\C7;7.09 \fArial|b0|i0|c0;\C7;5.00 \fArial|b0|i0|c0;\C7;Jorge Fortunato Meneses Perez \fArial|b0|i0|c0;\C7;AR-05 \fArial|b0|i0|c0;\C7;1.17 \fArial|b0|i0|c0;\C7;4.21 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Pastora Giron de Vargas \fArial|b0|i0|c0;\C7;"6:00am^J 8:00pm" \fArial|b0|i0|c0;\C7;AR-06 \fArial|b0|i0|c0;\C7;0.50 \fArial|b0|i0|c0;\C7;1.83 \fArial|b0|i0|c0;\C7;6.59 \fArial|b0|i0|c0;\C7;3.66 \fArial|b0|i0|c0;\C7;13.18 \fArial|b0|i0|c0;\C7;1.6 \fArial|b0|i0|c0;\C7;13.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Pastora Giron de Vargas \fArial|b0|i0|c0;\C7;AR-07 \fArial|b0|i0|c0;\C7;1.83 \fArial|b0|i0|c0;\C7;6.59 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Octavia Bizarro de Gamboa \fArial|b0|i0|c0;\C7;"6:00am^J 8:00pm" \fArial|b0|i0|c0;\C7;AR-08 \fArial|b0|i0|c0;\C7;0.75 \fArial|b0|i0|c0;\C7;0.50 \fArial|b0|i0|c0;\C7;1.80 \fArial|b0|i0|c0;\C7;5.57 \fArial|b0|i0|c0;\C7;20.05 \fArial|b0|i0|c0;\C7;1.6 \fArial|b0|i0|c0;\C7;13.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Octavia Bizarro de Gamboa \fArial|b0|i0|c0;\C7;AR-11 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;7.20 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Octavia Bizarro de Gamboa \fArial|b0|i0|c0;\C7;AR-12 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;7.20 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Octavia Bizarro de Gamboa \fArial|b0|i0|c0;\C7;AR-13 \fArial|b0|i0|c0;\C7;1.07 \fArial|b0|i0|c0;\C7;3.85 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Florentino Santana Gamboa \fArial|b0|i0|c0;\C7;"6:00am^J 8:00pm" \fArial|b0|i0|c0;\C7;AR-09 \fArial|b0|i0|c0;\C7;0.65 \fArial|b0|i0|c0;\C7;2.40 \fArial|b0|i0|c0;\C7;8.64 \fArial|b0|i0|c0;\C7;4.80 \fArial|b0|i0|c0;\C7;17.28 \fArial|b0|i0|c0;\C7;1.6 \fArial|b0|i0|c0;\C7;13.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Florentino Santana Gamboa \fArial|b0|i0|c0;\C7;AR-10 \fArial|b0|i0|c0;\C7;2.40 \fArial|b0|i0|c0;\C7;8.64 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Glicerio Yangali Bizarro \fArial|b0|i0|c0;\C7;"6:00am^J 8:00pm" \fArial|b0|i0|c0;\C7;AR-14 \fArial|b0|i0|c0;\C7;0.60 \fArial|b0|i0|c0;\C7;1.20 \fArial|b0|i0|c0;\C7;4.32 \fArial|b0|i0|c0;\C7;4.37 \fArial|b0|i0|c0;\C7;15.73 \fArial|b0|i0|c0;\C7;1.6 \fArial|b0|i0|c0;\C7;13.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Glicerio Yangali Bizarro \fArial|b0|i0|c0;\C7;AR-15 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;7.20 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Glicerio Yangali Bizarro \fArial|b0|i0|c0;\C7;AR-16 \fArial|b0|i0|c0;\C7;1.17 \fArial|b0|i0|c0;\C7;4.21 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;"6:00am^J 8:00pm" \fArial|b0|i0|c0;\C7;AR-17 \fArial|b0|i0|c0;\C7;1.28 \fArial|b0|i0|c0;\C7;1.40 \fArial|b0|i0|c0;\C7;5.04 \fArial|b0|i0|c0;\C7;10.08 \fArial|b0|i0|c0;\C7;36.29 \fArial|b0|i0|c0;\C7;1.6 \fArial|b0|i0|c0;\C7;13.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;AR-18 \fArial|b0|i0|c0;\C7;1.22 \fArial|b0|i0|c0;\C7;4.39 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;AR-19 \fArial|b0|i0|c0;\C7;1.22 \fArial|b0|i0|c0;\C7;4.39 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;AR-20 \fArial|b0|i0|c0;\C7;1.35 \fArial|b0|i0|c0;\C7;4.86 \fArial|b0|i0|c0;\C7;5.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;AR-21 \fArial|b0|i0|c0;\C7;1.50 \fArial|b0|i0|c0;\C7;5.40 \fArial|b0|i0|c0;\C7;6.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;AR-22 \fArial|b0|i0|c0;\C7;0.67 \fArial|b0|i0|c0;\C7;2.41 \fArial|b0|i0|c0;\C7;7.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;AR-23 \fArial|b0|i0|c0;\C7;1.07 \fArial|b0|i0|c0;\C7;3.85 \fArial|b0|i0|c0;\C7;8.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;AR-24 \fArial|b0|i0|c0;\C7;1.65 \fArial|b0|i0|c0;\C7;5.94 \fArial|b0|i1|c0;\C7;Fuente: Elaboración Propia \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b1|i0|c0;\C7;TOTAL (ha) \fArial|b1|i0|c0;\C7;5.03 \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b1|i0|c0;\C7;TOTAL (hr) \fArial|b1|i0|c0;\C7;1.63 \fArial|b1|i0|c0;\C7;13 \fCalibri|b1|i0|c0;\C7;CARACTERISTICAS HIDRAULICAS DE NODOS \fCalibri|b1|i0|c0;\C7;"LABEL^J" \fCalibri|b1|i0|c0;\C7;"Q demanda^J (L/s)" \fCalibri|b1|i0|c0;\C7;"COTA^J (m)" \fCalibri|b1|i0|c0;\C7;"COTA PIEZOMETRICA^J (m)" \fCalibri|b1|i0|c0;\C7;"PRESION^J (m H2O)" \fCalibri|b1|i0|c0;\c255;SECTOR I AR-01 5.52 3,042.02 3,067.89 25.80 AR-02 4.03 3,041.56 3,065.08 23.50 AR-03 2.75 3,040.11 3,052.47 12.30 AR-04 2.67 3,018.70 3,050.83 32.10 AR-05 2.27 3,039.09 3,050.34 11.20 AR-06 2.35 3,013.82 3,048.51 34.60 AR-07, AR-08 5.65 2,920.08 2,927.19 7.10 AR-09 2.62 2,909.71 2,924.74 15.00 AR-10 4.78 2,893.56 2,923.01 29.40 AR-11 3.53 2,922.26 2,932.47 10.20 AR-12 3.93 2,910.61 2,931.82 21.20 AR-13 2.98 2,900.14 2,931.05 30.80 \fCalibri|b1|i0|c0;\c255;SECTOR II AR-14, AR-15 13.41 2,925.11 2,933.58 8.50 AR-16, AR-17 12.27 2,915.21 2,929.86 14.60 AR-18, AR-19 15.65 2,905.55 2,927.29 21.70 \fCalibri|b1|i0|c0;\C7;CARACTERISTICAS HIDRAULICAS DE TUBERIAS \fCalibri|b1|i0|c0;\C7;"LABEL^J" \fCalibri|b1|i0|c0;\C7;"LONGITUD ^J (m)" \fCalibri|b1|i0|c0;\C7;"NODO^J INICIO" \fCalibri|b1|i0|c0;\C7;"NODO^J FINAL" \fCalibri|b1|i0|c0;\C7;"DIAMETRO^J (mm)" \fCalibri|b1|i0|c0;\C7;"MATERIAL^J" \fCalibri|b1|i0|c0;\C7;"Hazen-Williams^J C" \fCalibri|b1|i0|c0;\C7;"CAUDAL^J (L/s)" \fCalibri|b1|i0|c0;\C7;"VELOCIDAD^J(m/s)" \fCalibri|b1|i0|c0;\C7;"PERDIDA^J (m/m)" \fCalibri|b1|i0|c0;\c255;SECTOR I P-1 5.28 T-03 AR-14, AR-15 110.00 PVC 150.00 6.91 0.73 0.005 P-2 12.74 R-1 T-02 200.00 PVC 150.00 23.49 0.75 0.002 P-3 41.76 AR-11 T-03 90.00 PVC 150.00 16.58 2.61 0.062 P-4 42.13 AR-16, AR-17 AR-12 63.00 PVC 150.00 6.91 2.22 0.070 P-5 44.24 AR-03 AR-04 50.00 PVC 150.00 2.67 1.36 0.037 P-6 29.18 R-3 J-02 90.00 PVC 150.00 19.59 3.08 0.085 P-9 42.84 J-02 AR-01 90.00 PVC 150.00 19.59 3.08 0.085 P-10 52.24 AR-12 AR-13 63.00 PVC 150.00 2.98 0.96 0.015 P-11 9.23 T-02 T-03 110.00 PVC 150.00 23.49 2.47 0.045 P-12 64.05 AR-03 AR-05 63.00 PVC 150.00 4.62 1.48 0.033 P-13 48.74 AR-09 AR-10 63.00 PVC 150.00 4.78 1.53 0.035 P-14 61.16 AR-01 AR-02 90.00 PVC 150.00 14.07 2.21 0.046 P-15 62.40 AR-05 AR-06 50.00 PVC 150.00 2.35 1.20 0.029 P-16 30.92 AR-07, AR-08 AR-09 63.00 PVC 150.00 7.40 2.37 0.079 P-17 60.48 AR-14, AR-15 AR-16, AR-17 110.00 PVC 150.00 6.91 0.73 0.005 P-18 90.21 AR-02 AR-03 63.00 PVC 150.00 10.04 3.22 0.140 P-19 132.11 AR-07, AR-08 AR-11 90.00 PVC 150.00 13.05 2.05 0.040 \fCalibri|b1|i0|c0;\c255;SECTOR II P-1 5.28 T-03 AR-14, AR-15 110.00 PVC 150.00 41.33 4.35 0.13 P-2 12.74 R-1 T-02 200.00 PVC 150.00 41.33 1.32 0.01 P-7 45.91 AR-16, AR-17 AR-18, AR-19 90.00 PVC 150.00 15.65 2.46 0.06 P-11 9.23 T-02 T-03 110.00 PVC 150.00 41.33 4.35 0.13 P-17 60.48 AR-14, AR-15 AR-16, AR-17 110.00 PVC 150.00 27.92 2.94 0.06 \fArial|b1|i0|c0;\C7;PARAMETROS DE OPERACION - GGE EL ANDE (RIEGO POR GOTEROS REGULABLES R-60 Verde) \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7;Sector \fArial|b1|i0|c0;\C7;BENEFICIARIOS \fArial|b1|i0|c0;\C7;Turno \fArial|b1|i0|c0;\C7;Tiempo \fArial|b1|i0|c0;\C7;Hidantes/ \fArial|b1|i0|c0;\C7;Area Turno \fArial|b1|i0|c0;\C7;Caudal/Hidr. \fArial|b1|i0|c0;\C7;Caudal/Hidr. \fArial|b1|i0|c0;\C7;Caudal/Turno \fArial|b1|i0|c0;\C7;Caudal/Turno \fArial|b1|i0|c0;\C7;Tiempo de \fArial|b1|i0|c0;\C7;Tiempo de \fArial|b1|i0|c0;\C7;horas \fArial|b1|i0|c0;\C7;Turno \fArial|b1|i0|c0;\C7;(Ha) \fArial|b1|i0|c0;\C7;(l/s) \fArial|b1|i0|c0;\C7;(m3/h) \fArial|b1|i0|c0;\C7;(l/s) \fArial|b1|i0|c0;\C7;(m3/h) \fArial|b1|i0|c0;\C7;Riego/Turno -día \fArial|b1|i0|c0;\C7;Riego/Turno - 8 días \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;I \fArial|b0|i0|c0;\C7;"4:00am^J 2:00pm" \fArial|b0|i0|c0;\C7;AR-01 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;5.52 \fArial|b0|i0|c0;\C7;19.87 \fArial|b0|i0|c0;\C7;19.59 \fArial|b0|i0|c0;\C7;70.52 \fArial|b0|i0|c0;\C7;1.3 \fArial|b0|i0|c0;\C7;10.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-02 \fArial|b0|i0|c0;\C7;4.03 \fArial|b0|i0|c0;\C7;14.51 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-03 \fArial|b0|i0|c0;\C7;2.75 \fArial|b0|i0|c0;\C7;9.90 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-04 \fArial|b0|i0|c0;\C7;2.67 \fArial|b0|i0|c0;\C7;9.61 \fArial|b0|i0|c0;\C7;5.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-05 \fArial|b0|i0|c0;\C7;2.27 \fArial|b0|i0|c0;\C7;8.17 \fArial|b0|i0|c0;\C7;6.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-06 \fArial|b0|i0|c0;\C7;2.35 \fArial|b0|i0|c0;\C7;8.46 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;"4:00am^J 2:00pm" \fArial|b0|i0|c0;\C7;AR-07 \fArial|b0|i0|c0;\C7;2.50 \fArial|b0|i0|c0;\C7;2.90 \fArial|b0|i0|c0;\C7;10.44 \fArial|b0|i0|c0;\C7;18.71 \fArial|b0|i0|c0;\C7;67.36 \fArial|b0|i0|c0;\C7;1.3 \fArial|b0|i0|c0;\C7;10.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-08 \fArial|b0|i0|c0;\C7;2.75 \fArial|b0|i0|c0;\C7;9.90 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-09 \fArial|b0|i0|c0;\C7;2.62 \fArial|b0|i0|c0;\C7;9.43 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-11 \fArial|b0|i0|c0;\C7;3.53 \fArial|b0|i0|c0;\C7;12.71 \fArial|b0|i0|c0;\C7;5.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-12 \fArial|b0|i0|c0;\C7;3.93 \fArial|b0|i0|c0;\C7;14.15 \fArial|b0|i0|c0;\C7;6.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-13 \fArial|b0|i0|c0;\C7;2.98 \fArial|b0|i0|c0;\C7;10.73 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Antonio Otarola Giron \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7;AR-10 \fArial|b0|i0|c0;\C7;0.50 \fArial|b0|i0|c0;\C7;4.78 \fArial|b0|i0|c0;\C7;17.21 \fArial|b0|i0|c0;\C7;4.78 \fArial|b0|i0|c0;\C7;17.21 \fArial|b0|i0|c0;\C7;1.3 \fArial|b0|i0|c0;\C7;10.0 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;II \fArial|b0|i0|c0;\C7;"2:00pm^J 12:00pm" \fArial|b0|i0|c0;\C7;AR-14 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;5.33 \fArial|b0|i0|c0;\C7;19.19 \fArial|b0|i0|c0;\C7;41.33 \fArial|b0|i0|c0;\C7;148.79 \fArial|b0|i0|c0;\C7;1.3 \fArial|b0|i0|c0;\C7;10.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-15 \fArial|b0|i0|c0;\C7;8.08 \fArial|b0|i0|c0;\C7;29.09 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-16 \fArial|b0|i0|c0;\C7;5.72 \fArial|b0|i0|c0;\C7;20.59 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-17 \fArial|b0|i0|c0;\C7;6.55 \fArial|b0|i0|c0;\C7;23.58 \fArial|b0|i0|c0;\C7;5.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-18 \fArial|b0|i0|c0;\C7;7.45 \fArial|b0|i0|c0;\C7;26.82 \fArial|b0|i0|c0;\C7;6.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-19 \fArial|b0|i0|c0;\C7;8.20 \fArial|b0|i0|c0;\C7;29.52 \fArial|b0|i1|c0;\C7;Fuente: Elaboración Propia \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b1|i0|c0;\C7;TOTAL (ha) \fArial|b1|i0|c0;\C7;8.00 \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b1|i0|c0;\C7;TOTAL (hr) \fArial|b1|i0|c0;\C7;1.25 \fArial|b1|i0|c0;\C7;10 DETALLE DE INSTALACION DE MANGUERAS LATERALES Tubería PVC SAP Ø = 2" Longitud Variable en cada parcela Bigotes de riego Manguera PE Ø = 20 mm Conector Inicial + empaque ø = 20 mm Obstorador ó Final de Linea Obsturador Ø = 20 mm Manguera ciegas PE Ø = 20 mm Manguera ciegas PE Ø = 20 mm Manguera ciegas PE Ø = 20 mm Obsturador Ø = 20 mm Conector Inicial + empaque ø = 20 mm N.T. \W5.49602; Codo PVC SAP \W7.15162; Ø = 2" x 90° \W5.49602; Codo PVC SAP \W7.15162; Ø = 2" x 90° \W5.49602; Codo PVC SAP \W7.15162; Ø = 2" x 90° \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.70 ml \W5.94840; Collarin HDPE \W7.69669; Ø = 2" x 1" \W2.01740; Válvula de Aire Ø = 1" \W5.92459; Simple efecto \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.20 ml \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.20 ml \W9.80554; N.T. \W6.44840; H = 0.4 ml \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.70 ml \W5.56744; Adaptador PVC \W7.07435; Ø = 2" \W1.11968; VALVULA OBLICUA Ø = 2" \W1.11968; PLASSON \W5.72706; Manómetro de \W5.75087; Presión 6 bar \W5.94840; Collarin HDPE \W6.40803; Ø = 2" x 1/4" \W4.70325; Unión PVC R/H \W7.07435; Ø = 2" \W1.07206; Codo PVC SAP Ø = 2" x \W1.07206; 90° \W5.56744; Adaptador PVC \W7.07435; Ø = 2" \W7.56744; Tee PVC Ø = 6", 4",3",2", 2 1/2" x 2" \W2.01983; Tuberia PVC SAP Matriz \W2.26133; Ø = 6", 4",3",2", 2 1/2" \W6.04363; Valvula Purga \W7.07435; Ø = 2" \W5.56744; Adaptador PVC \W7.07435; Ø = 2" ARCO DE RIEGO Ø = 2" Gotero Auto compensante a Cada Palta \W0.64349; Tuberia PVC SAPØ = 2", 1 \W0.64349; 1/2" DETALLE DE INSTALACION DE MANGUERAS LATERALES Tubería PVC SAP Ø = 2" Longitud Variable en cada parcela Conector Inicial + empaque ø = 20 mm Obstorador ó Final de Linea Obsturador Ø = 20 mm Manguera ciegas PE Ø = 20 mm Manguera ciegas PE Ø = 20 mm Manguera ciegas PE Ø = 20 mm Obsturador Ø = 20 mm Conector Inicial + empaque ø = 20 mm N.T. \W5.49602; Codo PVC SAP \W7.15162; Ø = 2" x 90° \W5.49602; Codo PVC SAP \W7.15162; Ø = 2" x 90° \W5.49602; Codo PVC SAP \W7.15162; Ø = 2" x 90° \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.70 ml \W5.94840; Collarin HDPE \W7.69669; Ø = 2" x 1" \W2.01740; Válvula de Aire Ø = 1" \W5.92459; Simple efecto \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.20 ml \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.20 ml \W9.80554; N.T. \W6.44840; H = 0.4 ml \W5.87697; Tub. PVC SAP \W9.68647; Ø = 2" x 0.70 ml \W5.56744; Adaptador PVC \W7.07435; Ø = 2" \W1.11968; VALVULA OBLICUA Ø = 2" \W1.11968; PLASSON \W5.72706; Manómetro de \W5.75087; Presión 6 bar \W5.94840; Collarin HDPE \W6.40803; Ø = 2" x 1/4" \W4.70325; Unión PVC R/H \W7.07435; Ø = 2" \W1.07206; Codo PVC SAP Ø = 2" x \W1.07206; 90° \W5.56744; Adaptador PVC \W7.07435; Ø = 2" \W7.56744; Tee PVC Ø = 6", 4",3",2", 2 1/2" x 2" \W2.01983; Tuberia PVC SAP Matriz \W2.26133; Ø = 6", 4",3",2", 2 1/2" \W6.04363; Valvula Purga \W7.07435; Ø = 2" \W5.56744; Adaptador PVC \W7.07435; Ø = 2" ARCO DE RIEGO Ø = 2" Gotero Auto compensante a Cada Palta \W0.64349; Tuberia PVC SAPØ = 2", 1 \W0.64349; 1/2" \fCalibri|b1|i0|c0;\C7;DATOS DE LOS PARTICIPANTES \fCalibri|b1|i0|c0;\C7;N° Apellidos y Nombre de los miembros del GGE \fCalibri|b1|i0|c0;\C7;"Área Total (ha) ^Jsegún topografía" \fCalibri|b1|i0|c0;\C7;"Área del ^JProyecto (ha)" 1.00 Antonio Otarola Giron 1.50 1.50 2.00 Antonio Benigno Vivas Chamorro 13.00 6.50 \fCalibri|b1|i0|c0;\C7;Total \fCalibri|b1|i0|c0;\C7;14.5 Ha \fCalibri|b1|i0|c0;\C7;8.0 Ha \fArial|b1|i0|c0;\C7;Sector \fArial|b1|i0|c0;\C7;BENEFICIARIOS \fArial|b1|i0|c0;\C7;Turno \fArial|b1|i0|c0;\C7;Tiempo \fArial|b1|i0|c0;\C7;Hidantes/ \fArial|b1|i0|c0;\C7;Area Turno \fArial|b1|i0|c0;\C7;Caudal/Hidr. \fArial|b1|i0|c0;\C7;Caudal/Hidr. \fArial|b1|i0|c0;\C7;Caudal/Turno \fArial|b1|i0|c0;\C7;Caudal/Turno \fArial|b1|i0|c0;\C7;Tiempo de \fArial|b1|i0|c0;\C7;Tiempo de \fArial|b1|i0|c0;\C7;horas \fArial|b1|i0|c0;\C7;Turno \fArial|b1|i0|c0;\C7;(Ha) \fArial|b1|i0|c0;\C7;(l/s) \fArial|b1|i0|c0;\C7;(m3/h) \fArial|b1|i0|c0;\C7;(l/s) \fArial|b1|i0|c0;\C7;(m3/h) \fArial|b1|i0|c0;\C7;Riego/Turno -día \fArial|b1|i0|c0;\C7;Riego/Turno - 10 días \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Jorge Fortunato Meneses Perez \fArial|b0|i0|c0;\C7;I \fArial|b0|i0|c0;\C7;"6:00am^J 8:00pm" \fArial|b0|i0|c0;\C7;AR-01 \fArial|b0|i0|c0;\C7;1.25 \fArial|b0|i0|c0;\C7;2.03 \fArial|b0|i0|c0;\C7;7.31 \fArial|b0|i0|c0;\C7;8.54 \fArial|b0|i0|c0;\C7;30.74 \fArial|b0|i0|c0;\C7;1.8 \fArial|b0|i0|c0;\C7;14.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Jorge Fortunato Meneses Perez \fArial|b0|i0|c0;\C7;AR-02 \fArial|b0|i0|c0;\C7;1.55 \fArial|b0|i0|c0;\C7;5.58 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Jorge Fortunato Meneses Perez \fArial|b0|i0|c0;\C7;AR-03 \fArial|b0|i0|c0;\C7;1.82 \fArial|b0|i0|c0;\C7;6.55 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Jorge Fortunato Meneses Perez \fArial|b0|i0|c0;\C7;AR-04 \fArial|b0|i0|c0;\C7;1.97 \fArial|b0|i0|c0;\C7;7.09 \fArial|b0|i0|c0;\C7;5.00 \fArial|b0|i0|c0;\C7;Jorge Fortunato Meneses Perez \fArial|b0|i0|c0;\C7;AR-05 \fArial|b0|i0|c0;\C7;1.17 \fArial|b0|i0|c0;\C7;4.21 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Pastora Giron de Vargas \fArial|b0|i0|c0;\C7;"6:00am^J 8:00pm" \fArial|b0|i0|c0;\C7;AR-06 \fArial|b0|i0|c0;\C7;0.50 \fArial|b0|i0|c0;\C7;1.83 \fArial|b0|i0|c0;\C7;6.59 \fArial|b0|i0|c0;\C7;3.66 \fArial|b0|i0|c0;\C7;13.18 \fArial|b0|i0|c0;\C7;1.8 \fArial|b0|i0|c0;\C7;14.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Pastora Giron de Vargas \fArial|b0|i0|c0;\C7;AR-07 \fArial|b0|i0|c0;\C7;1.83 \fArial|b0|i0|c0;\C7;6.59 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Octavia Bizarro de Gamboa \fArial|b0|i0|c0;\C7;"6:00am^J 8:00pm" \fArial|b0|i0|c0;\C7;AR-08 \fArial|b0|i0|c0;\C7;0.75 \fArial|b0|i0|c0;\C7;0.50 \fArial|b0|i0|c0;\C7;1.80 \fArial|b0|i0|c0;\C7;5.57 \fArial|b0|i0|c0;\C7;20.05 \fArial|b0|i0|c0;\C7;1.8 \fArial|b0|i0|c0;\C7;14.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Octavia Bizarro de Gamboa \fArial|b0|i0|c0;\C7;AR-11 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;7.20 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Octavia Bizarro de Gamboa \fArial|b0|i0|c0;\C7;AR-12 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;7.20 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Octavia Bizarro de Gamboa \fArial|b0|i0|c0;\C7;AR-13 \fArial|b0|i0|c0;\C7;1.07 \fArial|b0|i0|c0;\C7;3.85 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Florentino Santana Gamboa \fArial|b0|i0|c0;\C7;"6:00am^J 8:00pm" \fArial|b0|i0|c0;\C7;AR-09 \fArial|b0|i0|c0;\C7;0.65 \fArial|b0|i0|c0;\C7;2.40 \fArial|b0|i0|c0;\C7;8.64 \fArial|b0|i0|c0;\C7;4.80 \fArial|b0|i0|c0;\C7;17.28 \fArial|b0|i0|c0;\C7;1.8 \fArial|b0|i0|c0;\C7;14.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Florentino Santana Gamboa \fArial|b0|i0|c0;\C7;AR-10 \fArial|b0|i0|c0;\C7;2.40 \fArial|b0|i0|c0;\C7;8.64 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Glicerio Yangali Bizarro \fArial|b0|i0|c0;\C7;"6:00am^J 8:00pm" \fArial|b0|i0|c0;\C7;AR-14 \fArial|b0|i0|c0;\C7;0.68 \fArial|b0|i0|c0;\C7;1.20 \fArial|b0|i0|c0;\C7;4.32 \fArial|b0|i0|c0;\C7;4.37 \fArial|b0|i0|c0;\C7;15.73 \fArial|b0|i0|c0;\C7;1.8 \fArial|b0|i0|c0;\C7;14.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Glicerio Yangali Bizarro \fArial|b0|i0|c0;\C7;AR-15 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;7.20 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Glicerio Yangali Bizarro \fArial|b0|i0|c0;\C7;AR-16 \fArial|b0|i0|c0;\C7;1.17 \fArial|b0|i0|c0;\C7;4.21 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;"6:00am^J 8:00pm" \fArial|b0|i0|c0;\C7;AR-17 \fArial|b0|i0|c0;\C7;1.20 \fArial|b0|i0|c0;\C7;1.40 \fArial|b0|i0|c0;\C7;5.04 \fArial|b0|i0|c0;\C7;10.08 \fArial|b0|i0|c0;\C7;36.29 \fArial|b0|i0|c0;\C7;1.8 \fArial|b0|i0|c0;\C7;14.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;AR-18 \fArial|b0|i0|c0;\C7;1.22 \fArial|b0|i0|c0;\C7;4.39 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;AR-19 \fArial|b0|i0|c0;\C7;1.22 \fArial|b0|i0|c0;\C7;4.39 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;AR-20 \fArial|b0|i0|c0;\C7;1.35 \fArial|b0|i0|c0;\C7;4.86 \fArial|b0|i0|c0;\C7;5.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;AR-21 \fArial|b0|i0|c0;\C7;1.50 \fArial|b0|i0|c0;\C7;5.40 \fArial|b0|i0|c0;\C7;6.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;AR-22 \fArial|b0|i0|c0;\C7;0.67 \fArial|b0|i0|c0;\C7;2.41 \fArial|b0|i0|c0;\C7;7.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;AR-23 \fArial|b0|i0|c0;\C7;1.07 \fArial|b0|i0|c0;\C7;3.85 \fArial|b0|i0|c0;\C7;8.00 \fArial|b0|i0|c0;\C7;Francisco Sotomayor Palma \fArial|b0|i0|c0;\C7;AR-24 \fArial|b0|i0|c0;\C7;1.65 \fArial|b0|i0|c0;\C7;5.94 \fArial|b0|i1|c0;\C7;Fuente: Elaboración Propia \fArial|b1|i0|c0;\C7;TOTAL (ha) \fArial|b1|i0|c0;\C7;5.03 \fArial|b1|i0|c0;\C7;TOTAL (hr) \fArial|b1|i0|c0;\C7;1.75 \fArial|b1|i0|c0;\C7;14 DATOS DE LOS PARTICIPANTES N° Apellidos y Nombre de los miembros "Área Total (ha) según topografía" "Área del Proyecto (ha)" 1.00 Glicerio Yangali Bizarro 0.6844 0.68 2.00 Florentino Santana Gamboa 1.6388 0.65 3.00 Octavia Bizarro de Gamboa 0.7500 0.75 4.00 Jorge Fortunato Meneses Perez 1.4363 1.25 5.00 Francisco Sotomayor Palma 1.2000 1.20 6.00 Pastora Giron de Vargas 0.8953 0.50 Total 6.1548 Ha 5.03 Ha del GGE \fArial|b1|i0|c0;\C7;Sector \fArial|b1|i0|c0;\C7;BENEFICIARIOS \fArial|b1|i0|c0;\C7;Turno \fArial|b1|i0|c0;\C7;Tiempo \fArial|b1|i0|c0;\C7;Hidantes/ \fArial|b1|i0|c0;\C7;Area Turno \fArial|b1|i0|c0;\C7;Caudal/Hidr. \fArial|b1|i0|c0;\C7;Caudal/Hidr. \fArial|b1|i0|c0;\C7;Caudal/Turno \fArial|b1|i0|c0;\C7;Caudal/Turno \fArial|b1|i0|c0;\C7;Tiempo de \fArial|b1|i0|c0;\C7;Tiempo de \fArial|b1|i0|c0;\C7;horas \fArial|b1|i0|c0;\C7;Turno \fArial|b1|i0|c0;\C7;(Ha) \fArial|b1|i0|c0;\C7;(l/s) \fArial|b1|i0|c0;\C7;(m3/h) \fArial|b1|i0|c0;\C7;(l/s) \fArial|b1|i0|c0;\C7;(m3/h) \fArial|b1|i0|c0;\C7;Riego/Turno -día \fArial|b1|i0|c0;\C7;Riego/Turno - 10 días \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;I \fArial|b0|i0|c0;\C7;"4:00am^J 2:00pm" \fArial|b0|i0|c0;\C7;AR-01 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;5.52 \fArial|b0|i0|c0;\C7;19.87 \fArial|b0|i0|c0;\C7;19.59 \fArial|b0|i0|c0;\C7;70.52 \fArial|b0|i0|c0;\C7;1.3 \fArial|b0|i0|c0;\C7;10.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-02 \fArial|b0|i0|c0;\C7;4.03 \fArial|b0|i0|c0;\C7;14.51 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-03 \fArial|b0|i0|c0;\C7;2.75 \fArial|b0|i0|c0;\C7;9.90 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-04 \fArial|b0|i0|c0;\C7;2.67 \fArial|b0|i0|c0;\C7;9.61 \fArial|b0|i0|c0;\C7;5.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-05 \fArial|b0|i0|c0;\C7;2.27 \fArial|b0|i0|c0;\C7;8.17 \fArial|b0|i0|c0;\C7;6.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-06 \fArial|b0|i0|c0;\C7;2.35 \fArial|b0|i0|c0;\C7;8.46 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Antonio Otarola Giron \fArial|b0|i0|c0;\C7;"4:00am^J 2:00pm" \fArial|b0|i0|c0;\C7;AR-07 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;2.90 \fArial|b0|i0|c0;\C7;10.44 \fArial|b0|i0|c0;\C7;23.49 \fArial|b0|i0|c0;\C7;84.56 \fArial|b0|i0|c0;\C7;1.3 \fArial|b0|i0|c0;\C7;10.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Antonio Otarola Giron \fArial|b0|i0|c0;\C7;AR-08 \fArial|b0|i0|c0;\C7;2.75 \fArial|b0|i0|c0;\C7;9.90 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Antonio Otarola Giron \fArial|b0|i0|c0;\C7;AR-09 \fArial|b0|i0|c0;\C7;2.62 \fArial|b0|i0|c0;\C7;9.43 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Antonio Otarola Giron \fArial|b0|i0|c0;\C7;AR-10 \fArial|b0|i0|c0;\C7;4.78 \fArial|b0|i0|c0;\C7;17.21 \fArial|b0|i0|c0;\C7;5.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-11 \fArial|b0|i0|c0;\C7;3.53 \fArial|b0|i0|c0;\C7;12.71 \fArial|b0|i0|c0;\C7;6.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-12 \fArial|b0|i0|c0;\C7;3.93 \fArial|b0|i0|c0;\C7;14.15 \fArial|b0|i0|c0;\C7;7.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-13 \fArial|b0|i0|c0;\C7;2.98 \fArial|b0|i0|c0;\C7;10.73 \fArial|b0|i0|c0;\C7;1.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;II \fArial|b0|i0|c0;\C7;"2:00pm^J 12:00pm" \fArial|b0|i0|c0;\C7;AR-14 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;5.33 \fArial|b0|i0|c0;\C7;19.19 \fArial|b0|i0|c0;\C7;41.33 \fArial|b0|i0|c0;\C7;148.79 \fArial|b0|i0|c0;\C7;1.3 \fArial|b0|i0|c0;\C7;10.0 \fArial|b0|i0|c0;\C7;2.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-15 \fArial|b0|i0|c0;\C7;8.08 \fArial|b0|i0|c0;\C7;29.09 \fArial|b0|i0|c0;\C7;3.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-16 \fArial|b0|i0|c0;\C7;5.72 \fArial|b0|i0|c0;\C7;20.59 \fArial|b0|i0|c0;\C7;4.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-17 \fArial|b0|i0|c0;\C7;6.55 \fArial|b0|i0|c0;\C7;23.58 \fArial|b0|i0|c0;\C7;5.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-18 \fArial|b0|i0|c0;\C7;7.45 \fArial|b0|i0|c0;\C7;26.82 \fArial|b0|i0|c0;\C7;6.00 \fArial|b0|i0|c0;\C7;Antonio Vivas Chamorro \fArial|b0|i0|c0;\C7;AR-19 \fArial|b0|i0|c0;\C7;8.20 \fArial|b0|i0|c0;\C7;29.52 \fArial|b0|i1|c0;\C7;Fuente: Elaboración Propia \fArial|b1|i0|c0;\C7;TOTAL (ha) \fArial|b1|i0|c0;\C7;8.00 \fArial|b1|i0|c0;\C7;TOTAL (hr) \fArial|b1|i0|c0;\C7;1.25 \fArial|b1|i0|c0;\C7;10 \fCalibri|b1|i0|c0;\C7;CARACTERISTICAS HIDRAULICAS DE NODOS \fCalibri|b1|i0|c0;\C7;"LABEL^J" \fCalibri|b1|i0|c0;\C7;"Q demanda^J (L/s)" \fCalibri|b1|i0|c0;\C7;"COTA^J (m)" \fCalibri|b1|i0|c0;\C7;"COTA PIEZOMETRICA^J (m)" \fCalibri|b1|i0|c0;\C7;"PRESION^J (m H2O)" \fCalibri|b1|i0|c0;\c255;SECTOR I AR-01 5.52 3,042.02 3,067.89 25.80 AR-02 4.03 3,041.56 3,065.08 23.50 AR-03 2.75 3,040.11 3,052.47 12.30 AR-04 2.67 3,018.70 3,050.83 32.10 AR-05 2.27 3,039.09 3,050.34 11.20 AR-06 2.35 3,013.82 3,048.51 34.60 AR-07, AR-08 5.65 2,920.08 2,936.85 16.70 AR-09 2.62 2,909.71 2,934.39 24.60 AR-10 4.78 2,893.56 2,929.07 35.40 AR-11 3.53 2,922.26 2,939.06 16.80 AR-12 3.93 2,910.61 2,932.50 21.90 AR-13 2.98 2,900.14 2,930.13 29.90 \fCalibri|b1|i0|c0;\c255;SECTOR II AR-14, AR-15 13.41 2,924.11 2,935.24 11.10 AR-16, AR-17 12.27 2,915.21 2,934.60 19.40 AR-18, AR-19 15.65 2,905.55 2,932.03 26.40 \fCalibri|b1|i0|c0;\C7;CARACTERISTICAS HIDRAULICAS DE TUBERIAS \fCalibri|b1|i0|c0;\C7;"LABEL^J" \fCalibri|b1|i0|c0;\C7;"LONGITUD ^J (m)" \fCalibri|b1|i0|c0;\C7;"NODO^J INICIO" \fCalibri|b1|i0|c0;\C7;"NODO^J FINAL" \fCalibri|b1|i0|c0;\C7;"DIAMETRO^J (mm)" \fCalibri|b1|i0|c0;\C7;"MATERIAL^J" \fCalibri|b1|i0|c0;\C7;"Hazen-Williams^J C" \fCalibri|b1|i0|c0;\C7;"CAUDAL^J (L/s)" \fCalibri|b1|i0|c0;\C7;"VELOCIDAD^J(m/s)" \fCalibri|b1|i0|c0;\C7;"PERDIDA^J (m/m)" \fCalibri|b1|i0|c0;\c255;SECTOR I P-1 29.18 R-3 T-01 90.00 PVC 150.00 19.59 3.08 0.09 P-3 42.84 T-01 AR-01 90.00 PVC 150.00 19.59 3.08 0.09 P-4 61.16 AR-01 AR-02 90.00 PVC 150.00 14.07 2.21 0.05 P-5 90.21 AR-02 AR-03 63.00 PVC 150.00 10.04 3.22 0.14 P-6 44.24 AR-03 AR-04 50.00 PVC 150.00 2.67 1.36 0.04 P-7 64.05 AR-03 AR-05 63.00 PVC 150.00 4.62 1.48 0.03 P-8 62.40 AR-05 AR-06 50.00 PVC 150.00 2.35 1.20 0.03 P-9 43.14 R-2 T-02 90.00 PVC 150.00 16.58 2.61 0.06 P-10 61.71 T-02 AR-07, AR-08 90.00 PVC 150.00 13.05 2.05 0.04 P-11 30.92 AR-07, AR-08 AR-09 63.00 PVC 150.00 7.40 2.37 0.08 P-12 48.74 AR-09 AR-10 50.00 PVC 150.00 4.78 2.43 0.11 P-13 70.40 T-02 AR-11 90.00 PVC 150.00 3.53 0.55 0.00 P-15 81.61 R-1 T-03 200.00 PVC 150.00 6.91 0.22 0.00 P-16 3.94 T-03 AR-16, AR-17 90.00 PVC 150.00 6.91 1.09 0.01 P-18 42.13 AR-16, AR-17 AR-12 63.00 PVC 150.00 6.91 2.22 0.07 P-19 52.24 AR-12 AR-13 50.00 PVC 150.00 2.98 1.52 0.05 \fCalibri|b1|i0|c0;\c255;SECTOR II P-9 43.14 R-2 T-02 90.00 PVC 150.00 13.41 2.11 0.04 P-13 70.40 T-02 AR-11 90.00 PVC 150.00 13.41 2.11 0.04 P-14 47.16 AR-11 AR-14, AR-15 90.00 PVC 150.00 13.41 2.11 0.04 P-15 81.61 R-1 T-03 200.00 PVC 150.00 27.92 0.89 0.00 P-16 3.94 T-03 AR-16, AR-17 90.00 PVC 150.00 27.92 3.39 0.16 P-17 45.91 AR-16, AR-17 AR-18, AR-19 90.00 PVC 150.00 15.65 2.46 0.06 \fCalibri|b1|i0|c0;\C7;METRADO DE TUBERIAS \fCalibri|b1|i0|c0;\C7;ITEM \fCalibri|b1|i0|c0;\C7;DESCRIPCION \fCalibri|b1|i0|c0;\C7;"LONGITUD ^J (m)" \fCalibri|b1|i0|c0;\C7;"TUBERIA^J (Unid)" \fCalibri|b1|i0|c0;\C7;SITUACION 1.00 TUBERIA PVC SAP UF Ø=200mm C-7.5 82 14 Existente 3.00 TUBERIA PVC SAP UF Ø=90mm C-7.5 405 68 Nuevo 4.00 TUBERIA PVC SAP UF Ø=63mm C-7.5 267 44 Nuevo 5.00 TUBERIA PVC SAP UF Ø=50mm C-7.5 208 35 Nuevo \fCalibri|b1|i0|c0;\C7;TOTAL 961 160 Jorge Fortunato Meneses Perez 262 plantas de Palta (5 x 4) Glicerio Yangali Bizarro Octavia Bizarro De Gamboa Octavia Bizarro De Gamboa Florentino Santana Gamboa Pastora Giron de Vargas 220 plantas de Palta (5 x 4) 184 plantas de Palta (5 x 4) 288 plantas de Palta (5 x 4) 120 plantas de Palta (5 x 4) H-03 EXISTENTE Valv. Purga Ø=2" (Existente) Valvula Esferica Existente de 8" T-02 T-04 H-02 EXISTENTE Valv. Purga Ø=2" T-22 Cultivo Palto A= 1.25 ha Cultivo Palto A= 0.5 ha A= 0.10 ha Cultivo Palto A= 0.25 ha Cultivo palto A= 0.65 ha Cultivo PAlto A= 0.68 ha Cultivo Palto A= 0.40 ha Cultivo Palto A= 1.20 ha Octavia Bizarro De Gamboa Francisco Sotomayor Palma CASA CASA CASA CASA CASA INFRAESTRUCTURA EDUCATIVA CASA CASA Tuberia PVC SAP Ø 4" (Existente) Tuberia PVC SAP Ø 8" (Existente) Tuberia PVC SAP Ø 10" (Existente) Tuberia PVC SAP Ø 10" (Existente) Tuberia PVC SAP Ø 3" (Existente) Tuberia PVC SAP Ø 2" (Existente) H-01 EXISTENTE Tuberia PVC SAP Ø 2" (Existente) Tuberia PVC SAP Ø 2" (Existente) H-04 EXISTENTE RESERVORIO EXISTENTE Tuberia PVC SAP Ø 2" (PROYECTADA) Cultivo de Palto Instalado Cultivo de Palto Instalado Cultivo de Palto Instalado Cultivo de Palto Instalado Cultivo de Palto Instalado QUEBRADA TROCHA CARROZABLE TROCHA CARROZABLE TROCHA CARROZABLE TROCHA CARROZABLE TROCHA CARROZABLE TROCHA CARROZABLE TROCHA CARROZABLE TROCHA CARROZABLE Atotal= 5.0 ha Victor Ortiz Acuña CASA Alberto Huaman Toscano CASA H-01 EXISTENTE H-01 EXISTENTE H-02 EXISTENTE Reservorio Geomenbrana Existente T-01 T-02 Valv. Purga Ø=2" (Existente) Tuberia PVC SAP Ø 3" (Existente) Tuberia PVC SAP Ø 3" (Existente) Tuberia PVC SAP Ø 3" (Existente) Tuberia PVC SAP Ø 3" (Existente) Tuberia PVC SAP Ø 2" (Existente) Tuberia PVC SAP Ø 3" (Existente) A= 1.0 ha Cultivo de Quinua Instalada A= 0.5 ha Cultivo de Alfalfa Instalada Cultivo de Alfalfa y Maiz Instalada QUEBRADA QUEBRADA Reservorio Geomenbrana V= 1300 m3 Existente Cultivo Tara A= 3.5 ha Antonio Vivas Chamorro Tuberia PVC SAP Ø 3" (Existente) Tuberia PVC SAP Ø 8" (Existente) Tuberia PVC SAP Ø 8" (Existente) Tuberia PVC SAP Ø 8" Valvula Esferica Existente de 3" TROCHA CARROZABLE TROCHA CARROZABLE TROCHA CARROZABLE CAMINO DE HERRADURA \W0.96732; Camara Rompe \W0.96732; Presion \W0.82446; Existente de 8" CASA Cultivo Tara A= 1.5 ha Antonio Otarola Giron Cultivo Tara A= 1.5 ha Antonio Vivas Chamorro Cultivo Tara A= 1.5 ha Antonio Vivas Chamorro A= 2 ha Cultivo de Tara Instalada N 8590500.0000 E 566000.0000 N 8590400.0000 E 566000.0000 N 8590300.0000 E 566000.0000 N 8590200.0000 E 566000.0000 N 8590100.0000 E 566000.0000 N 8590000.0000 E 566000.0000 N 8589900.0000 E 566000.0000 N 8589700.0000 E 566000.0000 N 8589600.0000 E 566200.0000 N 8589600.0000 E 566300.0000 N 8589600.0000 E 566400.0000 N 8589600.0000 E 566500.0000 N 8589700.0000 E 566500.0000 N 8589800.0000 E 566500.0000 N 8589900.0000 E 566500.0000 N 8590000.0000 E 566500.0000 N 8590100.0000 E 566500.0000 N 8590200.0000 E 566500.0000 N 8590200.0000 E 566600.0000 N 8590200.0000 E 566700.0000 N 8590100.0000 E 566700.0000 N 8590000.0000 E 566800.0000 N 8590000.0000 E 566900.0000 N 8590000.0000 E 567000.0000 E 567100.0000 N 8590000.0000 E 567100.0000 N 8589999.9888 E 567199.9966 N 8590000.0000 E 567300.0000 N 8590300.0000 E 567200.0000 N 8590400.0000 E 567200.0000 N 8590200.0000 E 567200.0000 N 8590100.0000 E 567200.0000 N 8590400.0000 E 567100.0000 N 8590500.0000 E 567100.0000 N 8590600.0000 E 567100.0000 N 8590500.0000 E 566100.0000 N 8590500.0000 E 566200.0000 N 8590500.0000 E 566300.0000 N 8590500.0000 E 566400.0000 N 8590500.0000 E 566500.0000 N 8590400.0000 E 566500.0577 N 8590300.0000 E 566500.0000 N 8590300.0000 E 566700.0000 N 8590400.0000 E 566700.0000 N 8590500.0000 E 566700.0000 N 8590600.0000 E 566700.0000 N 8590600.0000 E 566800.0000 N 8590600.0000 E 566900.0000 N 8590600.0000 E 567000.0000 N 8589900.0000 E 566900.0000 N 8589800.0000 E 566900.0000 N 8589600.0000 E 567000.0000 N 8589500.0000 E 567000.0000 N 8589400.0000 E 567000.0000 N 8589300.0000 E 567500.0000 N 8589400.0000 E 567500.0000 N 8589500.0000 E 567500.0000 N 8589600.0000 E 567500.0000 N 8589700.0000 E 567500.0000 N 8589800.0000 E 567500.0000 N 8589800.0000 E 567400.0000 N 8589700.0000 E 566900.0000 N 8590400.0000 E 566100.0000 N 8590400.0000 E 566200.0000 N 8590400.0000 E 566300.0000 N 8590400.0000 E 566400.0000 LOCALIDAD: Sector Huayrapata Churcampa PROVINCIA : FECHA : LAMINA : RESP. ESCALA : REGIÓN : DISTRITO : COORDENAS UTM WGS 84 REVISIÓN: ZONA 25 - N PROGRAMA SUB SECTORIAL DE IRRIGACION PSI MINISTERIO DE AGRICULTURA Churcampa Huancavelica 1/1000 P\fArial|b0|i0|c0|p34;H\fArial|b0|i0|c238|p34; - 0\fArial|b0|i0|c0|p34;1 APROBACIÓN: INSTALACION DE UN SISTEMA DE RIEGO TECNIFICADO POR ASPERSION PARA EL GRUPO DE GESTIÓN EMPRESARIAL HUAYRAPATA, DISTRITO CHURCAMPA, PROVINCIA CHURCAMPA , REGIÓN HUANCAVELICA" LOCALIDAD: Sector El Ande Churcampa PROVINCIA : FECHA : LAMINA : RESP. ESCALA : REGIÓN : DISTRITO : COORDENAS UTM WGS 84 REVISIÓN: ZONA 25 - N PROGRAMA SUB SECTORIAL DE IRRIGACION PSI MINISTERIO DE AGRICULTURA Churcampa Huancavelica 1/1000 P\fArial|b0|i0|c0|p34;A\fArial|b0|i0|c238|p34; - 0\fArial|b0|i0|c0|p34;1 APROBACIÓN: INSTALACION DE UN SISTEMA DE RIEGO TECNIFICADO POR ASPERSION PARA EL GRUPO DE GESTIÓN EMPRESARIAL EL ANDE, DISTRITO CHURCAMPA, PROVINCIA CHURCAMPA , REGIÓN HUANCAVELICA" LOCALIDAD: Sector Los Triunfadores Churcampa PROVINCIA : FECHA : LAMINA : RESP. ESCALA : REGIÓN : DISTRITO : COORDENAS UTM WGS 84 REVISIÓN: ZONA 25 - N PROGRAMA SUB SECTORIAL DE IRRIGACION PSI MINISTERIO DE AGRICULTURA Churcampa Huancavelica 1/1000 P\fArial|b0|i0|c0|p34;T\fArial|b0|i0|c238|p34; - 0\fArial|b0|i0|c0|p34;1 APROBACIÓN: INSTALACION DE UN SISTEMA DE RIEGO TECNIFICADO POR ASPERSION PARA EL GRUPO DE GESTIÓN EMPRESARIAL LOS TRIOUNFADORES, DISTRITO CHURCAMPA, PROVINCIA CHURCAMPA , REGIÓN HUANCAVELICA" Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción Palta en Producción H-03 H-05 LEYENDA Límite del predio (UC) Sector de riego Aduccion Tubo PVC C-5 UF Distribucion Tubo PVC C-7.5 Filtro Arco de riego 2" y 1 1/2" Valvula de aire 1" Lateral de riego semifijos Viviendas Punto de ubicación \A1;Manguera Polietileno de 32mm \A1;Quebrada \A1;Trocha Carrozable SECCION TIPICA DE LA ZANJA DIAMETRO NOMINAL ANCHO (m) Tuberia principal de 90 mm Tuberia porta lateral 63mm Tuberia porta lateral 50mm 0.50 0.40 0.30 ALTO (m) 0.60 0.50 0.50 Valvula de Purga \A1;Curvas a nivel Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Tuberia PVC SAP SP Ø =2" L =39 ml Tuberia PVC SAP SP Ø =2" L =49 ml Tuberia PVC SAP SP Ø =2" L =34 ml Tuberia PVC SAP SP Ø =2" L =36 ml Tuberia PVC SAP SP Ø =2" L =52 ml Tuberia PVC SAP SP Ø =2" L =60 ml Tuberia PVC SAP SP Ø =2" L =50 ml Tuberia PVC SAP SP Ø =2" L =60 ml Tuberia PVC SAP SP Ø =2" L =35 ml Tuberia PVC SAP SP Ø =2" L =60 ml Tuberia PVC SAP SP Ø =2" L =55 ml Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Tuberia PVC SAP SP Ø =2" L =49 ml Tuberia PVC SAP SP Ø =2" L =48 ml Tuberia PVC SAP SP Ø =2" L =43 ml Tuberia PVC SAP SP Ø =2" L =43 ml Tuberia PVC SAP SP Ø =2" L =42 ml Tuberia PVC SAP SP Ø =2" L =42 ml Tuberia PVC SAP SP Ø =2" L =88 ml Tuberia PVC SAP SP Ø =2" L =35 ml Tuberia PVC SAP SP Ø =2" L =58 ml Tuberia PVC SAP SP Ø =2" L =47 ml Tuberia PVC SAP SP Ø =2" L =40 ml Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" 30 plantas de Palta (5 x 4) Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Tuberia PVC SAP SP Ø =2" L =40 ml Tuberia PVC SAP SP Ø =2" L =40 ml Tuberia PVC SAP SP Ø =2" L =42 ml Tuberia PVC SAP SP Ø =2" L =42 ml Tuberia PVC SAP SP Ø =2" L =54 ml Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Conector Inicial + Empaque Ø = 16 mm Conector Inicial + Empaque Ø = 16 mm Conector Inicial + Empaque Ø = 16 mm Conector Inicial + Empaque Ø = 20 mm Conector Inicial + Empaque Ø = 20 mm Conector Inicial + Empaque Ø = 20 mm L=4 ml Manguera Plantacion VA LEYENDA Límite del predio (UC) Sector de riego Aduccion Tubo PVC C-5 UF Distribucion Tubo PVC C-7.5 Filtro Arco de riego 2" y 1 1/2" Valvula de aire 1" Lateral de riego semifijos Viviendas Punto de ubicación \A1;Manguera Polietileno de 32mm Semicañon Fijo Aspersor movil Ibis \A1;Quebrada \A1;Trocha Carrozable Valvula de Purga \A1;Curvas a nivel Plantacion LEYENDA Límite del predio (UC) Sector de riego Aduccion Tubo PVC C-5 UF Distribucion Tubo PVC C-7.5 Filtro Arco de riego 2" y 1 1/2" Valvula de aire 1" Lateral de riego semifijos Viviendas Punto de ubicación \A1;Manguera Polietileno de 32mm Semicañon Fijo \A1;Quebrada \A1;Trocha Carrozable Valvula de Purga \A1;Curvas a nivel Plantacion SECCION TIPICA DE LA ZANJA DIAMETRO NOMINAL ANCHO (m) Tuberia principal de 110 - 90 mm Tuberia porta lateral 75-63mm Tuberia porta lateral 50mm 0.50 0.40 0.30 ALTO (m) 0.60 0.50 0.50 SECCION TIPICA DE LA ZANJA DIAMETRO NOMINAL ANCHO (m) Tuberia porta lateral 75-63mm Tuberia porta lateral 50mm 0.40 0.30 ALTO (m) 0.50 0.50 MANGUERA POLIETILENO HDPE MANGUERA POLIETILENO HDPE MANGUERA POLIETILENO HDPE MANGUERA POLIETILENO HDPE Tubería PVC SAP Ø = 2" Longitud Variable en cada parcela Bigotes de riego Manguera PE Ø = 16 mm Conector Inicial + empaque ø = 16 mm Obstorador ó Final de Linea Obsturador Ø = 16 mm Manguera ciegas PE Ø = 16 mm Manguera ciegas PE Ø = 16 mm Manguera ciegas PE Ø = 16 mm Obsturador Ø = 16 mm Conector Inicial + empaque ø = 16 mm Microaspersor a Cada Palta Detalle del Microaspersor 1.70 0.10 0.10 0.80 Excavación de zanja \A1;Tubería terciaria PVC SAP de 2\T1.1;" \T1;C-7.5 Detalle de zanja CAJA DE FILTROS CAJA DE FILTROS CAJA DE FILTROS SISTEMA DE RIEGO HUAYRAPATA SISTEMA DE RIEGO EL ANDE SISTEMA DE RIEGO LOS TRIUNFADORES Tuberia PVC SAP Ø 8" (Existente) Cultivo de Tara A= 1.0 ha Cultivos Papa y maiz A= 0.8 ha Cultivos Papa y maiz A= 2.2 ha Cultivo Tara A= 2.0 ha Tuberia PVC SAP Ø 2 C-7.5" Tuberia PVC SAP Ø 2 C-7.5" Tuberia PVC SAP Ø 2" TROCHA CARROZABLE Tuberia PVC SAP Ø 2 C-7.5" Tuberia PVC SAP Ø 3" C-7.5 Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Arco de Riego Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=3" Valv. Purga Ø=3" Valv. Purga Ø=3" Valv. Purga Ø=3" Valv. Purga Ø=3" Valv. Purga Ø=3" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Arco de Riego Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Valv. Purga Ø=2" Tuberia PVC SAP SP Ø =3" L =51 ml Tuberia PVC SAP SP Ø =3" L =51 ml Tuberia PVC SAP SP Ø =3" L =46 ml Tuberia PVC SAP SP Ø =3" L =46 ml Tuberia PVC SAP SP Ø =3" L =66 ml Tuberia PVC SAP SP Ø =3" L =66 ml Tuberia PVC SAP SP Ø =2" L =52 ml Tuberia PVC SAP SP Ø =2" L =54 ml Tuberia PVC SAP SP Ø =2" L =100 ml Tuberia PVC SAP SP Ø =2" L =83 ml Tuberia PVC SAP SP Ø =2" L =52 ml Tuberia PVC SAP SP Ø =2" L =36 ml Tuberia PVC SAP SP Ø =2" L =85 ml Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Conector Inicial + Empaque Ø = 16 mm Conector Inicial + Empaque Ø = 20 mm Conector Inicial + Empaque Ø = 20 mm Conector Inicial + Empaque Ø = 20 mm Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 Manguera PE Ø = 20 mm C-2.5 TROCHA CARROZABLE Tuberia PVC SAP SP Ø =2" L =83 ml Tuberia PVC SAP SP Ø =2" L =78 ml Tuberia PVC SAP SP Ø =2" L =83 ml Tuberia PVC SAP SP Ø =2" L =45 ml Tuberia PVC SAP SP Ø =2" L =56 ml Tuberia PVC SAP SP Ø =2" L =69 ml CAJA DE FILTROS CAJA DE FILTROS H-04 H-08 T-04 850 plantas de Palta (4 x 4) T-03 Valvula Esferica Existente de 4" T-03 Valvula Esferica Existente de 3" Cultivo de Palto Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Cultivo de Palto Tuberia PVC SAP SP Ø =2" L =48 ml Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Tuberia PVC SAP SP Ø =2" L =47 ml Valv. Purga Ø=2" Manguera PE Ø = 16 mm C-2.5 Tuberia PVC SAP SP Ø =2" L =54 ml Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Manguera PE Ø = 16 mm C-2.5 Cultivo de Palto Arco de Riego Tuberia PVC SAP SP Ø =2" L =49 ml Valv. Purga Ø=2" Conector Inicial + Empaque Ø = 16 mm Cultivo de Palto Tuberia PVC SAP SP Ø =2" L =53 ml Manguera PE Ø = 16 mm C-2.5 Conector Inicial + Empaque Ø = 16 mm Valv. Purga Ø=2" Arco de Riego Valv. Purga Ø=2" Valv. Purga Ø=2" Arco de Riego Valv. Purga Ø=2" Arco de Riego Arco de Riego Arco de Riego Arco de Riego Valv. Purga Ø=2" Valv. Purga Ø=2" Arco de Riego Tuberia PVC SAP Ø 3" Tuberia PVC SAP Ø 3" Tuberia PVC SAP Ø 2 C-7.5" 10p L = 32 ml 2p 4p 6p 8p 9p 11p 11p 12p 13p 13p 14p 13p 13p 3p 5p 6p 6p 6p 7p 7p 8p 8p 8p 8p 8p 8p 8p 9p 9p 10p 11p 11P 7p 5p 5p 4p 4p 3p 3p 4p 5p 9p 11p 11p 12p 11p 11p 10p 10p 10p 10p 10p 10p 9p 10p 8p 9p 7p 4p 13p 13p 13p 13p 13p 12p 5p 12p 12p 12p 18p 18p 17p 17p 17p 17p 17p 17p 17p 8p 13p 16p 16p 16p 16p 15p 15p 14p 14p 13p 11p 17p 13p 13p 12p 12p 12p 14p 17p 18p 19p 20p 20p 20p 20p 21p 21p 22p 22p 23p 23p 23p 19p 16p 15p 14p 12p 6p 10p 10p 10p 10p 10p 10p 10p 10p 10p 10p 10p 10p 10p 10p 10p 10p 10p 10p 10p 10p 10p 10p 5p 5p 5p 5p 5p 5p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 10p 10p 10p 10p 10p 10p 10p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 8p 8p 8p 8p 8p 8p 8p 8p 2p 2p 4p 4p 6p 6p 8p 8p 10p 10p 12p 12p 13p 14p 15p 9p 4p 2p 5p 8p 8p 9p 10p 9p 9p 9p 9p 9p 9p 9p 9p 8p 8p 8p 8p 8p 6p 7p 8p 8p 8p 8p 8p 8p 9p 9p 8p 6p 4p 2p 9p 9p 9p 7p 7p 7p 7p 3p 6p 8p 8p 8p 8p 8p 8p 8p 8p 8p 8p 8p 8p 8p 8p 8p 7p 7p 7p 7p 4p 6p 9p 12p 13p 13p 13p 13p 13p 13p 14p 14p 14p 14p 14p 5p 5p 4p 4p 3p 3p 2p 2p 4p 6p 8p 10p 11p 12p 13p 14p 16p 8p 10p 12p 12p 12p 13p 13p 13p 13p 13p 14p 14p 14p 14p 15p 13p 8p 7p 18p 18p 18p 18p 17p 17p 18p 18p 18p 18p 19p 19p 19p 19p 19p 20p 21p 8p 15p 16p 17p 18p 18p 18p 19p 18p 19p 19p 19p 19p 19p 11p 14p 14p 14p 14p 14p 14p 14p 14p 14p 14p 14p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 12p 10p 8p 6p 4p 5p 6p 7p 21p 21p 4p 7p 22p 22p 21p 21p 21p 19p 18p 16p 16p 16p 14p 20p 19p 18p 17p 15p 14p 13p 13p 11p 10p 9p 8p 7p 12p 12p 12p 12p 12p 12p 13p 13p 13p 12p 12p 11p 11p 14p 15p 16p 17p 18p 19p 21p 22p 23p 8p 11p 12p 13p 13p 13p 14p 14p 15p 16p 16p 16p 17p 17p 17p 20p 20p 20p 20p 21p 20p 20p 19p 19p 19p 19p 19p 20p 20p 20p 20p 20p 18p 15p 13p 11p 8p 8p 6p 7p 11p 11p 12p 12p 13p 13p 13p 13p 13p 12p 12p 12p 12p 12p 12p 11p 11p 11p 11p 10p 10p 9p 9p 8p 7p 120 Goteros Qd= 2.00 lt/s 144 Goteros Qd= 2.40 lt/s 144 Goteros Qd= 2.40 lt/s 30 Goteros Qd= 0.5 lt/s 120 Goteros Qd= 2.00 lt/s 70 Goteros Qd= 1.17 lt/s 72 Goteros Qd= 1.20 lt/s 120 Goteros Qd= 2.00 lt/s 64 Goteros Qd= 1.07 lt/s 99 Goteros Qd= 1.65 lt/s 40 Goteros Qd= 0.67 lt/s 64 Goteros Qd= 1.07 lt/s 90 Goteros Qd= 1.50 lt/s 81 Goteros Qd= 1.35 lt/s 73 Goteros Qd= 1.22 lt/s 73 Goteros Qd= 1.22 lt/s 84 Goteros Qd= 1.40 lt/s 110 Goteros Qd= 1.83 lt/s 110 Goteros Qd= 1.83 lt/s 93 Goteros Qd= 1.55 lt/s 118 Goteros Qd= 1.97 lt/s 70 Goteros Qd= 1.17 lt/s 109 Goteros Qd= 1.82 lt/s 122 goteros Qd= 2.03 lt/s AR-01 AR-03 AR-02 AR-05 AR-04 AR-06 AR-07 AR-08 AR-09 AR-10 AR-11 AR-12 AR-13 AR-14 AR-15 AR-16 AR-22 AR-21 AR-24 AR-23 AR-19 AR-20 AR-17 AR-18 Arco de Riego T-01 T-05 167 goteros Qd= 2.78 lt/s 198 goteros Qd= 3.3 lt/s 130 goteros Qd= 2.17 lt/s 192 goteros Qd= 3.2 lt/s 118 goteros Qd= 1.97 lt/s 99 goteros Qd= 1.65 lt/s 129 goteros Qd= 2.15 lt/s 126 goteros Qd= 2.10 lt/s 48 goteros Qd= 0.80 lt/s 87 goteros Qd= 1.45 lt/s 1p 2p 3p 4p 4p 3p 1p 97 goteros Qd= 1.62 lt/s Tuberia PVC SAP Ø 2" (PROYECTADA) Tuberia PVC SAP Ø 2" (PROYECTADA) Valvula Esferica de 2" Valvula Esferica de 2" CAJA DE FILTROS CAJA DE FILTROS 2p 5p 8p 13p 14p 15p 15p 16p 17p 18p 18p 19p 20p 20p 20p 20p 19p 19p 19p 19p 18p 18p 18p 20p 20p 19p 19p 19p 18p 20p 21p 21p 21p 21p 21p 21p 22p 22p 22p 22p 22p 22p 23p 23p 23p 23p 23p 23p 23p 23p 24p 24p 24p 24p 24p 24p 25p 25p 25p 25p 25p 25p 25p 26p 26p 26p 26p 4p 5p 6p 7p 8p 9p 10p 11p 12p 13p 14p 14p 14p 14p 14p 14p 14p 15p 15p 15p 15p 15p 15p 15p 16p 16p 17p 17p 18p 18p 18p 18p 19p 19p 19p 19p 19p 20p 20p 20p 20p 20p 21p 21p 21p 21p 22p 22p 22p 22p 22p 23p 23p 23p 23p 23p 24p 24p 24p 24p 24p 24p 24p 174 goteros Qd= 2.90 lt/s 287 goteros Qd= 4.78 lt/s 165 goteros Qd= 2.75 lt/s 157 goteros Qd= 2.62 lt/s 212 goteros Qd= 3.53lt/s 236 goteros Qd= 3.93 lt/s 179 goteros Qd= 2.98 lt/s 320 goteros Qd= 5.33 lt/s 485 goteros Qd= 8.08 lt/s 343 goteros Qd= 5.72 lt/s 393 goteros Qd= 6.55 lt/s 447 goteros Qd= 7.45 lt/s 492 goteros Qd= 8.20 lt/s 331 goteros Qd= 5.52 lt/s 242 goteros Qd= 4.03 lt/s 165 goteros Qd= 2.75 lt/s 160 goteros Qd= 2.67 lt/s 136 goteros Qd= 2.27 lt/s 141 goteros Qd= 2.35 lt/s Dias 01 Dias 02 Dias 03 Dias 04 Dias 05 Dias 05 Dias 06 Dias 06 Dias 07 AR-01 AR-02 AR-03 AR-04 AR-06 AR-05 AR-08 AR-07 AR-09 AR-10 AR-11 H-06 H-07 AR-01 AR-02 AR-03 AR-04 AR-05 AR-06 AR-07 AR-08 AR-09 AR-10 AR-11 AR-14 AR-15 AR-12 AR-16 AR-17 AR-13 AR-18 AR-19 3060.00 3060.00 3060.00 3060.00 3060.00 3060.00 3060.00 3060.00 3060.00 3060.00 3060.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3040.00 3040.00 3040.00 3040.00 3040.00 3040.00 3040.00 3040.00 3040.00 3040.00 3040.00 3040.00 3040.00 3040.00 3040.00 3040.00 3030.00 3030.00 3030.00 3030.00 3030.00 3030.00 3030.00 3030.00 3030.00 3020.00 3020.00 3020.00 3020.00 3020.00 3020.00 3020.00 3020.00 3020.00 3010.00 3010.00 3010.00 3010.00 3010.00 3010.00 3010.00 3010.00 3010.00 3000.00 3000.00 3000.00 3000.00 3000.00 3000.00 3000.00 3000.00 2990.00 2990.00 2990.00 2990.00 2990.00 2990.00 2990.00 2990.00 2980.00 2980.00 2980.00 2980.00 2980.00 2980.00 2980.00 2980.00 2970.00 2970.00 2970.00 2970.00 2970.00 2970.00 2970.00 2970.00 2960.00 2960.00 2960.00 2960.00 2960.00 2960.00 2960.00 2960.00 2950.00 2950.00 2950.00 2950.00 2940.00 2940.00 2940.00 2940.00 2930.00 2930.00 2930.00 2930.00 2930.00 2920.00 2920.00 2920.00 2920.00 2910.00 2910.00 2910.00 2910.00 2910.00 2900.00 2900.00 2900.00 2900.00 2900.00 2890.00 2890.00 2890.00 2890.00 2890.00 2880.00 2880.00 2880.00 2880.00 2880.00 2870.00 2870.00 2860.00 2860.00 2850.00 2850.00 2840.00 2840.00 2840.00 2830.00 2830.00 2830.00 2830.00 2830.00 2830.00 2830.00 2820.00 2820.00 2810.00 2810.00 2800.00 2800.00 2800.00 2790.00 2790.00 2790.00 2790.00 2790.00 2790.00 2780.00 2780.00 2780.00 2780.00 2780.00 AR-01 AR-02 Valvula Esferica Existente de 2" Valvula esferica Existente de 2" Valvula esferica Existente de 2" Valvula esferica Existente de 2" Valvula esferica Existente de 2" Valv. Purga Ø=1.5" Valv. Purga Ø=1.5" Valv. Purga Ø=2" Valvula esferica Existente de 3" AR-01 FT-02 Valvula Esferica Existente de 3" CAJA DE FILTROS FT-03 C: 2,779.97 m P: 26.3 m H2O C: 2,779.56 m P: 26.6 m H2O C: 2,788.01 m P: 22.1 m H2O C: 2,786.55 m P: 22.6 m H2O C: 2,793.11 m P: 23.6 m H2O C: 2,777.63 m P: 28.4 m H2O C: 2,831.15 m P: 43.3 m H2O C: 2,837.31 m P: 37.8 m H2O C: 2,791.09 m P: 22.9 m H2O C: 2,786.35 m P: 23.6 m H2O C: 2,797.29 m P: 28.8 m H2O C: 2,788.37 m P: 37.1 m H2O C: 2,845.47 m P: 34.1 m H2O C: 2,778.48 m P: 39.1 m H2O C: 2,781.31 m P: 36.4 m H2O C: 2,814.81 m P: 21.9 m H2O C: 2,806.82 m P: 28.9 m H2O AR-08 C: 2,792.62 m P: 28.2 m H2O q: 0.50 L/s CP: 2,820.84 m C: 2,804.94 m P: 25.5 m H2O J-04 C: 2,822.46 m P: 14.7 m H2O C: 2,838.00 m P: 50.1 m H2O REDUC-01 P - 1 L: 9.43 m D: 63.0 mm P - 2 L: 16.55 m D: 63.0 mm P - 3 L: 32.05 m D: 63.0 mm P - 4 L: 39.97 m D: 63.0 mm P - 6 L: 47.92 m D: 63.0 mm Q: 7.59 L/s P - 7 L: 55.90 m D: 63.0 mm P - 8 L: 62.01 m D: 63.0 mm P - 11 L: 91.34 m D: 63.0 mm P - 12 L: 100.61 m D: 63.0 mm P - 14 L: 10.60 m D: 63.0 mm P - 15 L: 14.71 m D: 63.0 mm P - 16 L: 17.94 m D: 110.0 mm P - 17 L: 43.13 m D: 110.0 mm P - 18 L: 50.68 m D: 63.0 mm P - 19 L: 60.17 m D: 63.0 mm P - 20 L: 63.78 m D: 63.0 mm P - 21 L: 71.31 m D: 250.0 mm P - 22 L: 83.92 m D: 90.0 mm P - 24 L: 131.11 m D: 90.0 mm P - 25 L: 137.07 m D: 250.0 mm P - 26 L: 167.69 m D: 63.0 mm Q: 3.17 L/s P-5 L: 40.08 m D: 63.0 mm P-9 L: 70.60 m D: 63.0 mm P-10 L: 85.96 m D: 63.0 mm P-6 L: 72.83 m D: 200.0 mm P-9 L: 161.71 m D: 200.0 mm P-10 L: 74.27 m D: 110.0 mm P-11 L: 42.80 m D: 63.0 mm P-17 L: 202.75 m D: 200.0 mm R-1 C: 3,085.00 m CRP-01 C: 3,062.00 m C: 3,011.57 m P: 35.9 m H2O C: 3,062.26 m P: 21.9 m H2O C: 3,049.94 m P: 33.5 m H2O C: 3,026.01 m P: 31.9 m H2O C: 3,016.15 m P: 41.8 m H2O C: 3,045.53 m P: 37.9 m H2O AR-01, AR-02 C: 2,999.68 m P: 15.3 m H2O q: 0.00 L/s C: 3,032.71 m P: 25.2 m H2O AR-03, AR-04 C: 2,989.14 m P: 25.8 m H2O q: 0.00 L/s P: 30.3 m H2O q: 0.00 L/s AR-05, AR-06 C: 2,979.86 m P: 35.1 m H2O q: 0.00 L/s C: 3,032.26 m P: 20.5 m H2O C: 3,068.00 m P: 16.6 m H2O T-01 C: 3,072.00 m P: 12.6 m H2O q: 0.00 L/s C: 3,039.28 m P: 19.9 m H2O P-20 D: 50.0 mm L: 17.13 m P-5 D: 63.0 mm L: 17.96 m P-8 D: 63.0 mm L: 27.24 m P-17 D: 50.0 mm L: 30.81 m P-9 D: 63.0 mm L: 34.83 m Q: 0.00 L/s P-16 D: 50.0 mm L: 36.05 m P-22 D: 63.0 mm L: 51.55 m P-6 D: 63.0 mm L: 51.82 m P-19 D: 63.0 mm L: 60.94 m P-18 D: 63.0 mm L: 114.36 m P-3 D: 63.0 mm L: 9.70 m P-15 D: 63.0 mm L: 13.80 m P-2 D: 63.0 mm L: 15.56 m P-12 D: 63.0 mm L: 28.19 m P-4 D: 90.0 mm L: 50.33 m P-7 D: 90.0 mm L: 88.96 m P-1 D: 90.0 mm L: 43.81 m P-11 D: 90.0 mm L: 247.34 m Q: 5.50 L/s P-10 D: 90.0 mm L: 254.62 m P-23 D: 63.0 mm L: 50.81 m P-13 D: 63.0 mm L: 27.13 m P-14 D: 63.0 mm L: 16.34 m P-21 D: 63.0 mm L: 34.45 m CRP-01 CAMARA ROMPE \W2.31637; PRESION Tuberia PVC SAP Ø 2" (Existente) Tuberia PVC SAP Ø 2" (PROYECTADA) Tuberia PVC SAP Ø 2 C-7.5" Tuberia PVC SAP Ø 1.5 C-7.5" Tuberia PVC SAP Ø 2 C-7.5" Tuberia PVC SAP Ø 1.5 C-7.5" Tuberia PVC SAP Ø 1.5 C-7.5" Tuberia PVC SAP Ø 2" Tuberia PVC SAP Ø 3 C-7.5" Tuberia PVC SAP Ø 2 C-7.5" Tuberia PVC SAP Ø 3" C-7.5 FILTRO Nº01 FILTRO Nº02 FILTRO Nº03 CRP-01 (Existente) CAMARA ROMPE \W2.31637; PRESION CRP-01 CAMARA ROMPE \W2.31637; PRESION VA VA cv 2880.00 0+000 3041.30 3039.50 3040.80 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00 0.000000 0.00% 3040.80 - 45 % -0.30% 3039.00 45 % 0.00% CANAL DE REBOSE TUB. LIMPIEZA \A1;Ø 2" RESERVORIO SECCIÓN TIPICA DIMENSIONES = 6.64 x 5.88 m AREA = 12.52 m2 H PROMEDIO = 1.80 m VOLUMEN NETO = 30 m3 \A1;6.64 \A1;5.88 \A1;3.04 \A1;2.28 \A1;1.80 TUB. SALIDA \A1;Ø 63 mm LOCALIDAD: Sector Huayrapata Churcampa PROVINCIA : FECHA : LAMINA : RESP. ESCALA : REGIÓN : DISTRITO : COORDENAS UTM WGS 84 REVISIÓN: ZONA 25 - N PROGRAMA SUB SECTORIAL DE IRRIGACION PSI MINISTERIO DE AGRICULTURA Churcampa Huancavelica 1/1000 P\fArial|b0|i0|c0|p34;R\fArial|b0|i0|c238|p34; - 0\fArial|b0|i0|c0|p34;2 APROBACIÓN: INSTALACION DE UN SISTEMA DE RIEGO TECNIFICADO POR ASPERSION PARA EL GRUPO DE GESTIÓN EMPRESARIAL HUAYRAPATA, DISTRITO CHURCAMPA, PROVINCIA CHURCAMPA , REGIÓN HUANCAVELICA" Q ingreso C: 3,045.53 m P: 37.9 m H2O C: 2,837.31 m P: 37.8 m H2O C: 2,831.15 m P: 43.3 m H2O C: 2,797.29 m P: 28.8 m H2O C: 2,788.37 m P: 37.1 m H2O C: 2,791.09 m P: 22.9 m H2O C: 2,786.35 m P: 23.6 m H2O \fCalibri|b1|i0|c0;\c255; 1.00 Antonio Otarola Giron 1.50 1.50 2.00 Antonio Benigno Vivas Chamorro 13.00 6.50 Apellidos y Nombre de los miembros del GGE "Área del Proyecto (ha)" "Área Total (ha) según topografía" DATOS DE LOS PARTICIPANTES N° 14.5 Ha 8.0 Ha Total \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; Cultivo R-1 C: 2,935.52 m R-3 C: 3,074.00 m CRP - 01 C: 2,942.00 m C: 2,924.11 m P: 14.9 mH2O T-03 C: 2,909.71 m P: 24.6 mH2O C: 2,920.08 m P: 16.7 mH2O C: 3,042.02 m P: 25.8 m H2O C: 2,922.26 m P: 16.8 mH2O C: 2,915.21 m P: 20.2 mH2O C: 2,910.61 m P: 21.9 mH2O C: 3,040.11 m P: 12.3 mH2O C: 3,018.70 m P: 32.1 mH2O C: 2,905.55 m P: 29.8 mH2O C: 2,893.56 m P: 35.4 mH2O C: 2,900.14 m P: 29.9 mH2O C: 3,039.09 m P: 11.2 mH2O C: 3,041.56 m P: 23.5m H2O C: 3,013.82 m P: 34.6 mH2O J-01 T-01 T-02 P-18 D: 63.0 mm L: 42.13 m P-6 D: 50.0 mm L: 44.24 m P-17 D: 90.0 mm L: 45.91 m P-19 D: 50.0 mm L: 52.24 m P-7 D: 63.0 mm L: 64.05 m P-4 D: 90.0 mm L: 61.16 m P-8 D: 50.0 mm L: 62.40 m P-5 D: 63.0 mm L: 90.21 m P-15 D: 200.0 mm L: 81.61 m P-1 D: 90.0 mm L: 29.18 m P-2 D: 63.0 mm L: 39.39 m P-3 D: 90.0 mm L: 42.84 m P-12 D: 50.0 mm L: 48.74 m P-11 D: 63.0 mm L: 30.92 m P-10 D: 90.0 mm L: 61.71 m P-13 D: 90.0 mm L: 70.40 m P-9 D: 90.0 mm L: 43.14 m P-16 P-14 D: 90.0 mm L: 47.16 m C: 2,920.08 m P: 16.7 mH2O C: 2,924.11 m P: 14.9 mH2O C: 2,915.21 m P: 20.2 mH2O C: 2,905.55 m P: 29.8 mH2O (Existente) Valvula Esferica Existente de 3" \LSISTEMA DE RIEGO GGE LOS TRIUNFADORES

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DETAIL, details, DWG, irrigation, kläranlage, treatment plant, work

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