Hydraulic Details DWG Detail for AutoCAD

Hydraulic Details DWG Detail for AutoCAD

Side Shot; spillway; you fast; Fallen; retaining wall; covered channel

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

variable, lts, post, alc, alc, zzz, zzz, zzz, zzz, zzz, zzz, zzz, zzz, zzz, zzz, zzz, zzz, zzz, zzz, plant, cut, cut, sense of flow, fast, cut, plant, cut, prog., cut, tap, prog., side take, kind, location of lateral shots, sense of flow, progressive, channel, take down, cochatama, dimension table, Location, side, front view, section, section, number of teeth, esc .:, frame location box, prog., side take, kind, location of lateral shots, take canal cochatama, Technical specifications, manually compacted ground before the floor is emptied, concrete for floor walls, grade corrugated steel, floor covering, typical of the cochatama channel, side door detail sluice gate, variable, section esc., covered canal esc., prog., capped channel, length, capped channel location, section, plugged channel, capped channel, manposteria wall, prog., location, wall of masonry canal cochatama, side take, capped channel, fast, masonry wall, height, lts, of fast of fast bp of puddle br of fast lp of puddle lts of transition of radial outlet hm of puddle box, lts, length, falls, cut, sense of flow, progressive, channel, frame location box, cochatama, progressive, channel, fallen picture in bleachers, cochatama, no grdas, sink of dissipation, cochatama, cut, spillway, spillway in gully, spillway s, prog., spillway, kind, location of spillway, prog., spillway, kind, location of spillway, cochatama channel spillway, fallen plant, section, typical of the cochatama channel, channel, take down, cochatama, card type damper, plant, cut, cut, channel, take down, cochatama, channel, take down, cochatama, sense of flow, detail of masonry wall esc., sense of flow, detail, esc .:, detail, esc .:

Raw text data extracted from CAD file:

0.15 0.30 0.15 x 0.10 0.20 0.15 1.00 X 0.10 0.10 0.15 0.30 0.30 0.15 D 0.30 0.15 0.30 0.15 0.15 L 0.15 x 0.15 BP 0.15 0.15 0.15 BP 0.15 Hm 0.15 0.20 0.40 0.20 0.38 0.15 0.30 0.38 0.15 0.10 x 0.10 Hm BR 0.15 0.15 0.40 0.15 H 0.80 0.10 0.10 0.10 0.10 0.15 0.30 0.27 0.15 0.50 0.63 0.40 0.15 LP \A1;E \A1;B \A1;B \A1;A \A1;C \A1;B \A1;B \A1;C \A1;C \A1;C/2 \A1;C \A1;C \A1;C/2 \A1;C/2 \A1;C 0.10 0.30 0.40 0.10 0.25 0.10 VARIABLE VARIABLE 0.40 0.10 0.15 0.50 B1 \A1;0.99 0.15 0.25 T LTS BR 0.30 0.40 0.70 H 1.00 B2 0.15 0.30 L 0.30 0.30 0.15 0.15 0.15 0.10 0.10 0.15 LP 0.30 0.15 1.00 0.30 0.15 LG 0.15 LG 0.15 LG 0.15 LP 0.10 0.25 0.10 BP 0.15 0.11 1.00 HP 0.30 0.40 LP BG 0.15 BP 0.15 Hm 0.15 0.50 0.15 0.30 0.55 0.10 0.30 0.10 0.50 0.10 0.40 0.10 0.30 0.10 0.30 0.10 0.30 1.00 0.15 0.30 0.15 x 0.10 0.20 0.15 1.00 X 0.10 0.10 0.15 0.30 0.30 0.15 0.20 0.40 0.20 0.38 0.15 0.30 0.38 0.15 0.80 0.10 0.10 0.10 0.10 0.27 0.15 0.50 0.63 0.40 0.30 L 0.30 0.85 0.10 0.25 0.10 0.30 1.00 0.40 0.50 0.45 #1 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#3929 3465.500 ZZZ #3930 3465.900 ZZZ #3931 3463.300 ZZZ #3932 3463.325 ZZZ #3933 3462.800 ZZZ #3934 3462.850 ZZZ #3935 3462.320 ZZZ #3936 3461.864 ZZZ #3937 3463.185 ZZZ #3938 3465.520 ZZZ #3939 3461.050 ZZZ #3940 3460.527 B PLANTA ESC:1/25 B ESC:1/25 CORTE A-A 5 5 5 x 5 5 CORTE B-B ESC:1/25 5 5 Sentido de flujo A X 5 5 A 5 5 5 5 RAPIDA CORTE A-A ESC:1/35 D 5 0.15 5 5 ESC:1/35 PLANTA 5 L 5 x 5 BP A A 5 5 B 5 BP 5 Hm 5 ESC:1/50 CORTE B-B 5 5 5 5 5 5 5 5 5 x 5 Hm PROG. ESC:1/25 CORTE C-C BR 5 5 5 5 H 5 5 5 5 5 5 C C 5 5 5 B TOMA LATERAL- CANAL TOMA BAJA PROG. TOMA LATERAL TIPO B (m) H(m) 1 I 0.40 2 I 3 I 4 I 5 I UBICACION DE LAS TOMAS LATERALES 0.30 0.30 0.30 0.30 0.30 0.40 0.40 0.40 0.40 0+080.00 0+283.00 0+370.00 0+473.00 1+288.00 5 5 5 5 SENTIDO DEL FLUJO CANAL TIPICO PROGRESIVA 1 + 905.70 m D 32.58 m H 3.49 1.00 BP m 0.50 BR m 1 + 316.89 CANAL TOMA BAJA COCHATAMA LP CUADRO DE DIMENSIONES UBICACIÓN A B C D E DERIVACIÓN-TOMA LATERAL 12" 16'' 2'' 1'' 1/4'' VISTA FRONTAL SECCIÓN C-C C C B B A D D D D E E C B B C C \A1;C E \A1;D SECCIÓN E-E SECCIÓN D-D C/2 C C C/2 C/2 C Nº DE DIENTES = B/2C ESC.: 1/10 ESC.: 1/10 ESC.: 1/0.25 ESC.: 1/0.25 CUADRO DE UBICACIÓN DE ESTRUCTURAS 6 I 0.30 0.40 1+342.40 7 I 0.30 0.40 1+641.80 8 I 0.30 0.40 1+896.40 9 I 0.30 0.40 2+021.70 10 I 0.30 0.40 2+096.90 11 I 0.30 0.40 2+106.00 12 I 0.30 0.40 2+188.60 13 I 0.30 0.40 2+317.00 14 I 0.30 0.40 2+431.50 15 I 0.30 0.40 2+488.30 16 I 0.30 0.40 2+545.60 17 I 0.30 0.40 2+570.50 PROG. TOMA LATERAL TIPO B (m) H(m) I 0.40 I I I I UBICACION DE LAS TOMAS LATERALES 0.30 0.30 0.30 0.30 0.30 0.40 0.40 0.40 0.40 0+036.00 0+556.50 0+943.20 1+065.20 1+371.50 I 0.30 0.40 1+526.80 I 0.30 0.40 1+920.00 I 0.30 0.40 2+276.80 I 0.30 0.40 2+783.10 I 0.30 0.40 3+030.00 I 0.30 0.40 3+153.40 I 0.30 0.40 3+167.10 I 0.30 0.40 I 0.30 0.40 I 0.30 0.40 I 0.30 0.40 I 0.30 0.40 1 2 3 4 5 6 7 8 9 10 11 17 18 19 20 21 TOMA LATERAL- CANAL COCHATAMA ESPECIFICACIONES TECNICAS - TERRENO COMPACTADO MANUALMENTE ANTES DEL VACIADO DE PISO - CONCRETO f´c = 175 Kg/cm2, PARA MUROS Y PISO - ACERO CORRUGADO GRADO 60 ( F'y=4200 kg/cm2 ) - RECUBRIMIENTO PARA MUROS Y PISO 4cm 5 5 5 5 \LSECCIÓN TÍPICA DEL CANAL COCHATAMA \fArial Narrow|b0|i0|c0|p34;\H0.8x;\l\C2;ESCALA: 1/25 5 5 TOMA LATERAL - DETALLE COMPUERTA VARIABLE VARIABLE SECCION G-G Esc. 1/25 CANAL TAPADO PLANTA Esc. 1/25 5 5 5 5 1 1 1 1 PROG. CANAL TAPADO LONGITUD 20.00 m UBICACION DE CANAL TAPADO 0+380.00 - 0+400.00 TRAMO 1 TRAMO 2 TRAMO 3 TRAMO 4 TRAMO 5 TRAMO 6 TRAMO 7 CANAL TAPADO - TOMA BAJA 0+953.00 - 0+958.50 0+963.00 - 0+975.50 0+977.50 - 0+987.50 1+257.00 - 1+262.00 1+375.00 - 1+380.00 1+422.80 - 1+437.95 CANAL TAPADO MURO DE MANPOSTERIA B1 0.9949936680495739 PROG. UBICACION MURO DE MAMPOSTERIA 0+384.00 - 0+389.20 2 3 MURO DE MAMPOSTERIA CANAL COCHATAMA 0+740.00 - 0+755.00 TOMA LATERAL CANAL TAPADO RAPIDA 5.50 m 12.50 m 10.00 m 5.00 m 5.00 m 15.15 m 18 I 0.40 0.30 2+660.00 19 I 0.40 0.30 2+711.70 20 I 0.40 0.30 2+910.00 21 I 0.40 0.30 2+940.00 22 I 0.40 0.30 2+972.80 23 I 0.40 0.30 3+024.30 24 I 0.40 0.30 3+037.00 25 I 0.40 0.30 3+043.90 26 I 0.40 0.30 3+135.50 27 I 0.40 0.30 3+223.50 28 I 0.40 0.30 3+375.40 I 0.30 0.40 4+906.80 I 0.30 0.40 4+921.10 I 0.30 0.40 5+026.20 I 0.30 0.40 5+171.60 I 0.30 0.40 5+199.40 I 0.30 0.40 5+221.00 I 0.30 0.40 5+261.90 5+910.00 23 24 25 27 28 29 30 I 0.30 0.40 4+888.50 I 0.30 0.40 I 0.30 0.40 I 0.30 0.40 I 0.30 0.40 I 0.30 0.40 I 0.30 0.40 I 0.30 0.40 22 MURO DE MAMPOSTERIA 1.20 1.00 ALTURA H (m) 5 5 T LTS BR 5 5 H =ALTURA DE RAPIDA D =LONGITUD DE RAPIDA BP =ANCHO DE POZA BR =ANCHO DE RAPIDA LP =LONGITUD DE POZA LTS =LONGITUD DE TRANSICION DE SALIDA T =TRAYECTORIA RADIAL Hm =ALTURA DE CAJA DE POZA m LTS 0.65 m 4.00 1.20 T m 1.00 Hm m LP 5 H 5 B2 LONGITUD H (m) 5.20 15.00 5+157.20 I 0.30 0.40 26 I 0.30 0.40 I 0.30 0.40 4+178.50 I 0.30 0.40 4+202.50 15 16 I 0.30 0.40 3+644.30 I 0.30 0.40 4+074.30 12 13 14 4+230.50 4+305.20 4+308.90 4+322.00 5 5 L 0+062.00 - 0+084.00 1 2.80 22.00 B1 (m) 0.30 0.60 0.60 B2 (m) 0.80 0.30 0.30 5 5 5 5 5 11.36 2.17 1.00 0.50 0.65 4.00 1.20 1.00 CAIDAS CORTE A-A ESC:1/35 SENTIDO DEL FLUJO CANAL TIPICO 5 5 5 5 LP 5 5 5 5 LG 5 LG 5 LG 5 LP 5 5 5 B B A A BP 5 5 5 HP 5 PROGRESIVA m LP m HP BP m CANAL CUADRO DE UBICACIÓN DE ESTRUCTURAS 1 + 671.64 COCHATAMA 4.00 0.90 1.00 PROGRESIVA m LG m HG BG m CANAL CUADRO CAIDA EN GRADAS COCHATAMA 1.00 0.60 0.50 5 1 Nº GRDAS 0.80 2 0.75 3 4 5 6 7 8 9 0.60 0.60 0.60 0.60 0.50 0.75 0.60 0.50 0.75 0.60 0.50 0.75 0.60 0.50 0.75 0.50 0.75 0.50 0.50 POZA DE DISIPACION LP BG 1 + 716.75 COCHATAMA 25.00 18.00 1.00 0.50 0.65 5.00 1.20 1.30 1 + 671.64 5 BP 5 Hm 5 ESC:1/30 CORTE B-B ALIVIADERO ALIVIADERO EN QUEBRADA ALIVIADERO - CANAL TOMA BAJA PROG. ALIVIADERO TIPO B (m) H(m) 1 I 0.40 UBICACION DE ALIVIADERO 0.30 0+385.00 PROG. ALIVIADERO TIPO B (m) H(m) I 0.40 I I I UBICACION DE ALIVIADERO 0.3 0.3 0.3 0.3 0.40 0.40 0.40 1+765.00 3+300.00 4+512.00 5+397.50 1 2 3 4 ALIVIADERO - CANAL COCHATAMA ESC:1/35 CAIDA - PLANTA 5 5 5 5 5 5 5 SECCION F-F \C2;Esc. 1/25 5 5 5 5 5 5 \LSECCIÓN TÍPICA DEL CANAL COCHATAMA \fArial Narrow|b0|i0|c0|p34;\H0.8x;\l\C2;ESCALA: 1/25 5 5 0.30 0.25 CANAL TOMA BAJA COCHATAMA X COMPUERTA TIPO TARJETA 1.13 1.08 L 5 5 B PLANTA ESC:1/25 B ESC:1/25 CORTE A-A 5 5 5 x 5 5 CORTE B-B ESC:1/25 5 5 A X 5 5 A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L 0.30 0.25 CANAL TOMA BAJA COCHATAMA X 1.13 1.08 L 5 5 5 5 5 5 0.30 0.25 CANAL TOMA BAJA COCHATAMA X 5 5 5 5 Sentido de flujo Sentido de flujo DETALLE DE MURO DE MAMPOSTERIA Esc. 1/25 Sentido de flujo Sentido de flujo DETALLE B ESC.: 1/0.125 DETALLE A ESC.: 1/0.125

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, channel, covered, dach, dalle, DETAIL, details, DWG, escadas, escaliers, fast, hydraulic, lajes, mezanino, mezzanine, platte, reservoir, retaining, retaining wall, roof, shot, Side, slab, spillway, stair, telhado, toiture, treppe, wall