Inverted Siphon DWG Plan for AutoCAD

Inverted Siphon DWG Plan for AutoCAD

Hydraulic work plan – siphon inverted

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

endho dam, santa maria nativitas atengo, tezontepec de aldama, tepetitlan, achichilco, santa ana ahuehuepan, location sketch, inverted siphon., hydraulic data, channel, conduit, load loss, name of development, location, name of the company, plane number, name of the plane, drawing, national commission of water, inverted siphon, irrigation system tepetitlan, tepetitla, hidalgo, mexico, ismael arellano gonzalez., benemerita autonomous university of puebla, castling, auctioning the boards to protect the canal as indicated by the engineer .., plant, cut aa, axis of the transition., cut bb, cut cc, cut dd, cut ee, notes.

Raw text data extracted from CAD file:

PRESA ENDHO SANTA MARIA NATIVITAS ATENGO TEZONTEPEC DE ALDAMA TEPETITLAN ACHICHILCO SANTA ANA AHUEHUEPAN CROQUIS DE LOCALIZACION 50m 50m 2.7m Elevacion 1992.75msnm Elevacion 1992.75msnm 2.7m \A1;Vars.3/4 ´´ @10 cm acero de refuerzo positivo Sifon Invertido. SANTA MARIA NATIVITAS ATENGO TEZONTEPEC DE ALDAMA TEPETITLAN ACHICHILCO SANTA ANA AHUEHUEPAN CROQUIS DE LOCALIZACION DATOS HIDRAULICOS CANAL CONDUCTO Q =15 m3/s b =2.5m dn=2.15m A =12.27m2 v =1.2238m/s t =1.5:1 s =0.0003 p =10.22m r =1.2m n =0.016 r2/3 =1.129m Q =15 m3/s A =5.895m2 v =2.544m/s B = 2.2m H = 2.7m n = 0.016 P =9.448m r =0.6239m r2/3=0.7301m PERDIDAS DE CARGA Por transicion de entrada..........-0.0037m Por entrada......................... 0.0224m Por friccion del ducto............0.3606m Por codos..............................0.1081m Por salida...............................0.0388m Por trancision de salida.......... -0.0118 Total de perdidas.....0.5145m ---------------------------------------------------- Disponible 0.5mp NOMBRE DEL DESARROLLO UBICACION NOMBRE DE LA EMPRESA NUMERO DEL PLANO NOMBRE DEL PLANO DIBUJO COMISION NACIONAL DEL AGUA 1 SIFON INVERTIDO SISTEMA DE RIEGO TEPETITLAN TEPETITLA, HIDALGO, MEXICO ISMAEL ARELLANO GONZALEZ. BENEMERITA UNIVERSIDAD AUTONOMA DE PUEBLA 50m 5m 8m 0.45m 0.50m 2.75m 2.5m 2.75m 0.50m 0.45m 2.2m 0.45m 1.5:1 1.5:1 8m 5m 0.45m 2.75m 2.5m 2.75m 0.50m 0.45m 2.2m 0.90m 0.40m 1.5:1 1.5:1 talud variable de vertical a 1.5:1 talud variable de vertical a 1.5:1 Enrocamiento Rematar los bordos para prote- gerel canal como lo indique el ingeniero.. 5m 2.75m 1.5:1 s=0.0003m 1.5:1 0.30m 0.40m 8m R=3.5m 0.40m 8m 0.40m 2.7m 0.45m 0.40m R= 8m 2.7m 0.45m 2m 2.7m 0.45m 2m R=8m 2.7m 0.45m R=3.5m 0.03m 2.75m 0.40m 1.5:1 5m 8m 0.40m R= 3m 2.15m 0.60m talud variable de vertical a 1.5:1 Elev. 1992 msnm Elev. 1989.45 msnm Elev. 1994.75 msnm Elev. 1994.15 msnm Elev. 1970 msnm Elev. 1970 msnm Elev. 1989.4 msnm Elev. 1991.5 msnm 2.15m 0.60m Elev. 1994.25 msnm Elev. 1993.65 msnm 50m 58m talud variable de vertical a 1.5:1 Enrocamiento A A B B C C D D E E PLANTA CORTE A-A 0.15m 0.15m 1m 0.80m 0.20m 2.75m Elevacion 1992.75msnm Eje de la trasicion. 5.3m 0.50m 0.125m 1m 1m \A1;Vars.\S1/2´;´´ @ 20cm al centro \A1;Vars.\S1/2´;´´ @ 20cm al centro \A1;Placa de acero de \S1/8´;´*8´´ 0.45m 2.7m 0.45m \A1;Vars.\S1#2; ´´ @20 cm 0.005m 2.2m 0.45m 0.45m \A1;Vars.\S1#2; ´´ @20 cm \A1;Vars.3/4 ´´ @10 cm acero de refuerzo positivo \A1;Vars.3/4 ´´ @14 cm acero de refuerzo negativo. 0.25m 0.10m 0.287m 0.15m \A1;Talud variable. \A1;Vars.1/2 ´´ @30 cm ambas direcciones y al centro. \A1;Variable.. \A1;Variable.. CORTE B-B CORTE C-C CORTE D-D \A1;Variable.. \A1;Eje de la transicion \A1;Eje de la transicion \A1;Variable.. \A1;Vars.1/2 ´´ @48 cm . \A1;Vars.1/2 ´´ @30 cm . \A1;Vars.1/2 ´´ @24 cm . \A1;Vars.1/2 ´´ @12 cm . \A1;Vars.1/2 ´´ @30 cm . \A1;2.15m \A1;1.80m. 0.287m 0.15m 0.005m Escala 1:50 Escala 1:50 Escala 1:100 Escala 1:200 Escala 1:200 Escala 1:200 CORTE E-E NOTAS.

Language	Spanish
Drawing Type	Plan
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bridge, DWG, hydraulic, inverted, plan, siphon, work