Intake DWG Block for AutoCAD

DESIGN INTAKE TROUGH GRIDS FOR A RIVER CATCHMEN WITH LOW FLOW

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

ravine, Implantation of the catchment, scale:, Recuay, Of irrigation raramapampa auquiscocha, District municipality of tapacocha, Bocatoma structure, Dib .:, Ing., to. Rosales.g., Indicated, Rev., scale:, Loc:, flat:, Tapacocha, Location:, draft:, Prov .:, Dis .:, Tapacocha, date:, Ancash, region:, sheet, District of tapacocha recuay, cut, Esc:, spillway, Bottom row, M.s.n.m, your B. Pvc, your B. Hdp, Duct channel, M.s.n.m, cut, Esc:, Bottom row, Duct channel, Sink mattress, Barrage, Sink mattress, Detail rule, Background capture window, The grid will free cm below the crest of the water cm, The value of hd, The height of the water has a value, Wes’s Profile coordinates, Ho cm, Hydraulics of water, unscaled, see detail, Iron fence, Grille detail, scale, Profile mm., Mm., ravine, Implantation of the catchment, scale:, detail, scale, plant, Esc:, Grid view detail, concrete, Concrete, cut, Esc:, cut, Esc:, Sink mattress, concrete, Background capture window, The grid will free cm below the crest of the water cm, The value of hd, The height of the water has a value, Wes’s Profile coordinates, Ho cm, Hydraulics of water, unscaled, see detail, Iron fence, Grille detail, scale, Profile mm., Mm., ravine, Implantation of the catchment, scale:, detail, scale, plant, Esc:, Grid view detail, concrete, Collector boxes, Concrete pm, Tarrajeo interior with impermiabilizante, Concrete pm on bottom slab, Recuay, Of irrigation raramapampa auquiscocha, District municipality of tapacocha, Bocatoma details, Dib .:, Ing., to. Rosales.g., Indicated, Rev., scale:, Loc:, flat:, Tapacocha, Location:, draft:, Prov .:, Dis .:, Tapacocha, date:, Ancash, region:, sheet, District of tapacocha recuay

Raw text data extracted from CAD file:

\A1;1.20 \A1;1.40 \A1;1.25 \A1;0.65 \A1;4.90 \A1;0.40 \A1;0.65 \A1;1.20 \A1;0.95 \A1;0.25 \A1;1.6 \A1;0.8 \A1;1.20 \A1;0.20 \A1;0.35 \A1;0.50 \A1;0.15 \A1;2.45 \A1;1.00 \A1;0.20 \A1;0.35 \A1;0.50 \A1;0.15 \A1;4.45 \A1;0.15 \A1;0.50 \A1;0.15 \A1;1.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.50 \A1;1.30 \A1;0.65 \A1;1.00 \A1;0.67 \A1;3.61 \A1;0.50 \A1;0.28 \A1;0.50 \A1;0.15 \A1;1.15 \A1;0.28 \A1;0.50 \A1;0.15 \A1;3.00 \A1;0.40 \A1;0.35 \A1;0.40 \A1;1.15 \A1;0.15 \A1;0.50 \A1;0.15 \A1;1.15 \A1;0.50 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.55 \A1;4.00 \A1;R1.0 \A1;R2.25 \A1;R0.2 \A1;0.30 \A1;1.15 \A1;0.15 Quebrada IMPLANTACION DE LA CAPTACIÓN ESCALA: 1________ 100 \A1;0.15 \A1;0.14 \A1;0.10 \A1;1.20 \A1;1.40 \A1;1.25 \A1;0.65 \A1;4.90 \A1;0.40 \A1;0.65 \A1;1.20 \A1;0.95 \A1;1.3 \A1;1.0 \A1;1.20 \A1;0.15 \A1;0.10 \A1;0.25 \A1;0.20 \A1;1.00 \A1;3.00 \A1;0.55 \A1;4.00 \A1;R1.0 \A1;R2.25 \A1;R0.2 \A1;0.30 \A1;1.15 \A1;0.15 \A1;0.14 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.20 \A1;0.80 RECUAY “SISTEMA DE RIEGO RARAMAPAMPA – AUQUISCOCHA MUNICIPALIDAD DISTRITAL DE TAPACOCHA BOCATOMA – ESTRUCTURA DIB.: ING. : A. ROSALES.G. INDICADA REV. : ESCALA: Loc: PLANO: TAPACOCHA UBICACION: PROYECTO: Prov.: Dis.: TAPACOCHA B-02 FECHA: ANCASH Región: LAMINA N°: DISTRITO DE TAPACOCHA – RECUAY – ANCASH” . 15/08/09 \A1;0.95 A A 5 5 5 5 5 5 5 5 5 5 5 5 B B CORTE B-B ESC: 1/250 5 5 ALIVIADERO REGILLA DE FONDO 3451.23 m.s.n.m Tub. PVC Ø 4″ Tub. HDP Ø 4″ 5 5 5 5 CANAL DERIVADOR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.0 % 2.0 % 3452 m.s.n.m CORTE A-A ESC: 1/250 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REGILLA DE FONDO CANAL DERIVADOR COLCHON DISIPADOR BARRAJE 5 5 5 COLCHON DISIPADOR 5 5 5 REGILLA DER DETALLE 01 VENTANA DE CAPTACION DE FONDO 5 0.16 0.65 La rejilla ira 14 cm libres por debajo de la cresta del azud Ho= 14 cm El valor de Hd = 1.54 m La altura P del azud tiene un valor = 0.60 m 0.02 0 0 Y X 0.20 0.05 0.35 0.10 0.50 Xc= 0.282 Hd COORDENADAS DEL PERFIL WES R= 0.2 Hd P 0,0 0.175 Hd Hd R= 0.5 Hd Ho = 14 cm X Y DATOS HIDRAULICOS DE AZUD SIN ESCALA 0.23 0.32 0.80 0.95 R = 1.5m 0.40 1.08 P E R S P E C T I V A VER DETALLE REJA CON HIERRO DETALLE DE REJILLA ESCALA 1:10 1.15 0.15 PERFIL L 25 x 25 x 12 mm. 38 PLATINAS 9.5 x 25 mm. Quebrada IMPLANTACION DE LA CAPTACIÓN ESCALA: 1________ 100 DETALLE A ESCALA 1:10 5 5 5 PLANTA ESC: 1/250 REJILLA DE FONDO VER DETALLE CONCRETO F’C=175 KG/CM3 CONCRETO F’C=175 KG/CM3 CONCRETO F’C=175 KG/CM3 \W2.86866; CONCRETO F’C=175 \W2.86866; KG/CM3 + P.M A A 5 5 5 5 5 5 5 5 5 5 5 5 B B CORTE B-B ESC: 1/250 5 5 5 CORTE A-A ESC: 1/250 5 5 5 COLCHON DISIPADOR 5 5 5 CONCRETO F’C=175 KG/CM3 VENTANA DE CAPTACION DE FONDO 5 0.16 0.65 La rejilla ira 14 cm libres por debajo de la cresta del azud Ho= 14 cm El valor de Hd = 1.54 m La altura P del azud tiene un valor = 0.60 m 0.02 0 0 Y X 0.20 0.05 0.35 0.10 0.50 Xc= 0.282 Hd COORDENADAS DEL PERFIL WES R= 0.2 Hd P 0,0 0.175 Hd Hd R= 0.5 Hd Ho = 14 cm X Y DATOS HIDRAULICOS DE AZUD SIN ESCALA 0.23 0.32 0.80 0.95 R = 1.5m 0.40 1.08 P E R S P E C T I V A VER DETALLE REJA CON HIERRO DETALLE DE REJILLA ESCALA 1:10 1.15 0.15 PERFIL L 25 x 25 x 12 mm. 38 PLATINAS 9.5 x 25 mm. Quebrada IMPLANTACION DE LA CAPTACIÓN ESCALA: 1________ 100 DETALLE A ESCALA 1:10 5 5 5 PLANTA ESC: 1/250 REJILLA DE FONDO VER DETALLE 5 5 5 5 5 5 5 5 5 5 5 5 Ø 3/8″ @ 0.25 CM Ø 3/8″ @ 0.25 CM Ø 3/8″ @ 0.25 CM Ø 3/8″ @ 0.25 CM Ø 3/8″ @ 0.25 CM Ø 3/8″ @ 0.25 CM Ø 3/8″ @ 0.25 CM CONCRETO F’C=175 KG/CM3 5 Cajas Colectoras CONCRETO F’C=175 KG/CM3 + PM Tarrajeo interior con impermiabilizante CONCRETO F’C=175 KG/CM3 + PM EN LOSA DE FONDO RECUAY “SISTEMA DE RIEGO RARAMAPAMPA – AUQUISCOCHA MUNICIPALIDAD DISTRITAL DE TAPACOCHA BOCATOMA – DETALLES DIB.: ING. : A. ROSALES.G. INDICADA REV. : ESCALA: Loc: PLANO: TAPACOCHA UBICACION: PROYECTO: Prov.: Dis.: TAPACOCHA B-01 FECHA: ANCASH Región: LAMINA N°: DISTRITO DE TAPACOCHA – RECUAY – ANCASH” . 15/08/09