Azud Without Control DWG Detail for AutoCAD

DESIGNING A AZUD FOR CONSTRUCTION AND SIZING; CONSTRUCTION DETAILS AND DIFFERENT PROFILES OF SAME

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

apron, castling, bowl shock absorber, psed, pwsis, gsis, scheme of loads acting on the weir, wing wall, weir, weir, carolina bustamante castle, conventional shot, sheet :, scale :, scale indicated, teacher :, content: , ing. francisco vera, plant side view general perspective, name:, course :, date :, project :, pwsis, psi, vent channel, front view of the intake, enrobed, bowl, grate, grate, damper, desripiador, floodgate of the desripiador

Raw text data extracted from CAD file:

1.25 0.5 11.00 0.5 4.75 746.81 \A1;0.50 \A1;3.38 \A1;11.16 \A1;3.28 \A1;11.69 \A1;2.45 \A1;0.50 \A1;8.00 \A1;0.20 \A1;0.50 \A1;0.10 0,30 0,80 3,05 0,40 0,30 0,80 3,05 0,40 200 1999.50 Y1 = 1.3 H = 0.50 b = 6.25 D1 = 2.06 Le = 5.60 t = 0.50 Lc = 22.00 b = 5,51 Ld = 15,50 t = 0.5 D2 = 2,57 D3 = 0,80 t = 0.50 ds = 3.50 t = 0.50 203.57 ha = 0.18 ho = 1,39 P = 2.00 Ho = 1.57 201,48 do = 1.00 DELANTAL ENROCADO Y2 = 3,19 dcontr = 067 R = 1.86 H = 3,71 750 t = 0.5 Ld = 15.36 t = 0.50 D1 = 2.05 D2 = 2.69 b = 4.03 Lc = 14.40 D3 = 0.8 t = 0.50 t = 0.50 Le = 2.96 ds = 1.60 748.14 749.50 746.81 5 749.84 do = 1.25 DELANTAL CUENCO AMORTIGUADOR ENROCADO Y2 = 1.7 R = 1.83 1.65 751.80 0.60 Psed P = 1.8 PWsis dsis = 1.01 Y = 1.36 HW = 2.37 Gsis G CGx = 1.64 CGy = 2.62 S F2 197,79 ESQUEMA DE CARGAS ACTUANTES EN EL AZUD MURO DE ALA 5 11.00 <> MURO DE ALA CUENCO AMORTIGUADOR DELANTAL ENROCADO DELANTAL CUENCO AMORTIGUADOR AZUD 682.00 R2 = 0.16 R1 = 0.39 Xc = 0.2 Yc = 0.08 5 752.37 203.39 752.40 F1 1.81 5,51 15,50 22.00 5.60 198,29 Azud DELANTAL ENROCADO MURO DE ALA Azud ENROCADO 2,53 0.67 Psed\H2x; P = 2.00 PWsis\H2x; dsis = 1.44 Y = 1.56 HW = 2.71 CGx = 2.22 CGy = 1.86 Gsis\H2x; G S F1 2.48 F2 \W9.28878; UNIVERSIDAD TECNICA DE MACHALA \W8.14496; FACULTAD DE INGENIERIA CIVIL \W8.94030; DISEÑO HIDRAULICO CAROLINA BUSTAMANTE CASTILLO 3 DE OCTUBRE DEL 2013 TOMA CONVENCIONAL LAMINA: ESCALA: ESCALA INDICADAS DOCENTE: CONTENIDO: ING. FRANCISCO VERA PLANTA VISTA LATERAL PERSPECTIVA GENERAL 1 NOMBRE: CURSO: QUINTO ” D ” FECHA: PROYECTO: \A1;8.00 11.16 3.28 11.69 2.45 5 8.00 5 5 3.38 0.50 5 0.21 0.70 Pwsis Psed F1 F2 G Psis S 0,30 0,80 3,05 0,40 B 19 21,5 20 B 0,30 0,80 3,05 0,40 CANAL DE DESFOGUE VISTA FRONTAL DE LA TOMA B 19 21,5 20 CANAL DE DESFOGUE ENRROCADO CUENCO AZUD DELANTAD REJILLA COMPUERTA DE LIMPIEZA DESRIPIADOR COMPUERTA DEL DESRIPIADOR ESCALA: 1:100 B ESCALA.1:50 1,9 \W6.48117; VISTA FRONTAL \W4.78937; ESTABILIDAD DEL AZUD \W7.01492; PLANTA \W5.69701; PERSPECTIVA GENERAL