Tyrolean Type Intake Or Caucasian DWG Block for AutoCAD

Tyrolean Type Intake Or Caucasian DWG Block for AutoCAD

Intake schemes Zip or Caucasian type

Drawing labels, details, and other text information extracted from the CAD file:

blmin, yes, yfh, yve, xsp, xsp, yes, yfh, yve, hd ho, lcx, cauce natural, n.a. arriba, n.a. abajo, blmin, xsp, yes, yfh, yve, c.g, xsp, yes, yfh, yve, c.g, c.g, curva de aforos en la seccion para la bocatoma, qdis, cota de qdis m.s.n.m, cotas, modificación del cauce, grafica: vs ho, linea inicial, linea corregida, ho corregido, qdis, ho inicial, parametro vertical asumido, parametro perfil creager, hd ho, lcx, eje del conducto, eje de la cortina, conducto de concreto de sección rectangular circular, cortina maciza, vertedor, rejilla, cortina hueca, plantilla de la galería, línea de energía, línea de energía, reja de barras paralelas, reja con perforadores, extracción parcial, extracción completa, superficie de rejilla, bocatoma tipo

Raw text data extracted from CAD file:

dn d2 d1 z P=0.35m Ho = 0.82m a h L L = 0.35 a=0.20 h/2 e 0.2 0.2 x = 1.25 6 m d2 0.2 dn = d2 - 0.20 = 0.63 d1 H2 P = 0.35 Ho = 0.82 0.20 0.20 H e 7.25 0.1 B = L = 0.85 BLmin = 0.30 H 0.1 d 0.20 e = 0.45 1.25 0.25 0.20 0.20 0.20 0.20 L = 1.25 m 0.20 P = 0.35 m YEs 0.45 YFh YVe x Xsp 0.20 Xsp 0.45 P = 0.35 m YEs YFh YVe x Ho = 0.82 m H 0.7 H H/3 0.30 1.00 m 0.25 0.30 1.20 1.45 0.30 0.30 0.25 1.20 H/3 = 0.483 b = 5.20 m P = 0.35 m He Ho P He Ho Hd = 2/3 Ho d = P P = 0.35 m He Ho = 0.70 m X Y 1.00 0.50 0.10 (Asumido) 0.15 (Asumido) L = 0.85 Lc = 0.95 D = L + 0.25 = 1.10 m 0.20 0.15 y = 0.35 Xc Lcx L = 0.85 D = 1.10 m P = 0.35 m Lc = 1.05 m Xc = 0.25 E V dn d2 d1 z P=0.35m Ho = 0.82m 1 C CAUCE NATURAL h L a L = 0.35 a=0.20 h/2 F A B P = 0.35 Ho = 0.82 X e e 0.2 0.2 0.2 dn = d2 - 0.20 = 0.63 x = 1.25 6 m d2 0.20 0.20 H d1 H2 7.25 N.A. Arriba N.A. Abajo S = 30% H 0.1 0.1 B = L = 0.85 d BLmin = 0.30 1 2 3 4 5 6 1.25 0.25 0.20 0.20 0.20 0.20 0.20 0.90 m 1.00 m 0.97 m 0.89 m 0.78 m 0.62 m e = 0.45 0.11 0.22 0.38 0.55 Y' X' Sp Ve FH ES Xsp O L = 1.25 m 0.45 0.20 P = 0.35 m YEs YFh YVe SV SH W x C.G Sp Ve FH ES Xsp O 0.45 0.20 P = 0.35 m YEs YFh YVe SV SH W x C.G W' Ho = 0.82 m 1 2 3 H 0.7 H H/3 0.30 1 2 3 1.00 m 0.25 0.30 1.20 1.45 0.30 0.30 0.25 1.20 H/3 = 0.483 SV W C.G SH A CURVA DE AFOROS EN LA SECCION PARA LA BOCATOMA \W3.40307; Qdis = 9.85 m3/s \W3.99873; Cota de Qdis = 2502.36 m.s.n.m 1 2 3 4 5 6 7 8 9 10 2 3 4 5 6 7 8 9 10 2 3 4 5 6 7 8 9 10 2 3 4 5 6 7 8 9 10 1 2 3 5 6 7 9 10 2 3 5 6 7 9 10 2 3 5 6 7 9 10 2 3 5 6 7 9 10 0 1 10 100 2502 2502.10 2502.20 2502.30 2502.40 2502.50 2502.60 Cotas (m.s.n.m) Q(m3/s) 1 1 2 2 3 3 4 4 \W5.79383; MODIFICACIÓN DEL CAUCE b = 5.20 m A B C D E F GRAFICA: Q vs Ho H (m) Q (m3/s) LINEA INICIAL LINEA CORREGIDA \W6.02191; Ho corregido = 0.82 m \W3.40307; Qdis = 9.85 m3/s \W7.52191; Ho inicial = 0.68 m 1.20 1.10 1.00 0.90 0.80 0.70 0.60 y x \W8.94750; Parametro \W3.98100; Vertical Asumido \W5.77611; (Aguas Arriba) \W6.85605; Parametro \W6.37319; PERFIL CREAGER \W5.36959; (Aguas Abajo) P = 0.35 m He Ho P He Ho Hd = 2/3 Ho d = P y x P = 0.35 m He Ho = 0.70 m X Y R1 R2 Y/Ho = - k (x/Ho)^ n 1.00 0.50 0.10 (Asumido) 0.15 (Asumido) L = 0.85 Lc = 0.95 D = L + 0.25 = 1.10 m 0.20 0.15 y = 0.35 Xc Lcx L = 0.85 D = 1.10 m P = 0.35 m Lc = 1.05 m Xc = 0.25 i = 20 % Eje del Conducto Eje de la Cortina Conducto de concreto de sección rectangular o circular Cortina Maciza Vertedor Rejilla Cortina Hueca Plantilla de la galería A A P E R F I L Línea de Energía x Q0 Yc d0 d dl Qi E1 E0 Qr l Línea de Energía Q0 E0 Qr Yc d0 \U+03B8 Reja de Barras Paralelas d e a Reja con Perforadores a) Extracción Parcial b) Extracción Completa 1.53 0.45 \W7.35567; \U+03B2 = 12\U+00B0 \W7.21134; 1.50 t 1.50 t 1.80 1 z b= 5 m ( Plantilla) d 2500.20 h2 Q2 Q Q1 \U+03B2 Qr \U+03B1 Ho H h1 h X y SUPERFICIE DE REJILLA Et1 \W7.31959; Et2 \W7.53093; Z2 \W7.53093; Z1 \W7.59278; Y1 \W7.36598; hf1-2 \W5.57617; \C1;\U+03B1v1 \W7.59278; Y2 \W6.28308; 2 \W7.49742; 2g \W5.57617; \C1;\U+03B1v2 \W7.49742; 2g \W7.44845; Q \W7.44845; Q0 \W7.44072; \U+03B8=90° BOCATOMA TIPO "TIROLESA O CAUCASIANA"

Drawing labels, details, and other text information extracted from the CAD file:

blmin, yes, yfh, yve, xsp, xsp, yes, yfh, yve, hd ho, lcx, cauce natural, n.a. arriba, n.a. abajo, blmin, xsp, yes, yfh, yve, c.g, xsp, yes, yfh, yve, c.g, c.g, curva de aforos en la seccion para la bocatoma, qdis, cota de qdis m.s.n.m, cotas, modificación del cauce, grafica: vs ho, linea inicial, linea corregida, ho corregido, qdis, ho inicial, parametro vertical asumido, parametro perfil creager, hd ho, lcx, eje del conducto, eje de la cortina, conducto de concreto de sección rectangular circular, cortina maciza, vertedor, rejilla, cortina hueca, plantilla de la galería, línea de energía, línea de energía, reja de barras paralelas, reja con perforadores, extracción parcial, extracción completa, superficie de rejilla, bocatoma tipo

Raw text data extracted from CAD file:

dn d2 d1 z P=0.35m Ho = 0.82m a h L L = 0.35 a=0.20 h/2 e 0.2 0.2 x = 1.25 6 m d2 0.2 dn = d2 - 0.20 = 0.63 d1 H2 P = 0.35 Ho = 0.82 0.20 0.20 H e 7.25 0.1 B = L = 0.85 BLmin = 0.30 H 0.1 d 0.20 e = 0.45 1.25 0.25 0.20 0.20 0.20 0.20 L = 1.25 m 0.20 P = 0.35 m YEs 0.45 YFh YVe x Xsp 0.20 Xsp 0.45 P = 0.35 m YEs YFh YVe x Ho = 0.82 m H 0.7 H H/3 0.30 1.00 m 0.25 0.30 1.20 1.45 0.30 0.30 0.25 1.20 H/3 = 0.483 b = 5.20 m P = 0.35 m He Ho P He Ho Hd = 2/3 Ho d = P P = 0.35 m He Ho = 0.70 m X Y 1.00 0.50 0.10 (Asumido) 0.15 (Asumido) L = 0.85 Lc = 0.95 D = L + 0.25 = 1.10 m 0.20 0.15 y = 0.35 Xc Lcx L = 0.85 D = 1.10 m P = 0.35 m Lc = 1.05 m Xc = 0.25 E V dn d2 d1 z P=0.35m Ho = 0.82m 1 C CAUCE NATURAL h L a L = 0.35 a=0.20 h/2 F A B P = 0.35 Ho = 0.82 X e e 0.2 0.2 0.2 dn = d2 - 0.20 = 0.63 x = 1.25 6 m d2 0.20 0.20 H d1 H2 7.25 N.A. Arriba N.A. Abajo S = 30% H 0.1 0.1 B = L = 0.85 d BLmin = 0.30 1 2 3 4 5 6 1.25 0.25 0.20 0.20 0.20 0.20 0.20 0.90 m 1.00 m 0.97 m 0.89 m 0.78 m 0.62 m e = 0.45 0.11 0.22 0.38 0.55 Y' X' Sp Ve FH ES Xsp O L = 1.25 m 0.45 0.20 P = 0.35 m YEs YFh YVe SV SH W x C.G Sp Ve FH ES Xsp O 0.45 0.20 P = 0.35 m YEs YFh YVe SV SH W x C.G W' Ho = 0.82 m 1 2 3 H 0.7 H H/3 0.30 1 2 3 1.00 m 0.25 0.30 1.20 1.45 0.30 0.30 0.25 1.20 H/3 = 0.483 SV W C.G SH A CURVA DE AFOROS EN LA SECCION PARA LA BOCATOMA \W3.40307; Qdis = 9.85 m3/s \W3.99873; Cota de Qdis = 2502.36 m.s.n.m 1 2 3 4 5 6 7 8 9 10 2 3 4 5 6 7 8 9 10 2 3 4 5 6 7 8 9 10 2 3 4 5 6 7 8 9 10 1 2 3 5 6 7 9 10 2 3 5 6 7 9 10 2 3 5 6 7 9 10 2 3 5 6 7 9 10 0 1 10 100 2502 2502.10 2502.20 2502.30 2502.40 2502.50 2502.60 Cotas (m.s.n.m) Q(m3/s) 1 1 2 2 3 3 4 4 \W5.79383; MODIFICACIÓN DEL CAUCE b = 5.20 m A B C D E F GRAFICA: Q vs Ho H (m) Q (m3/s) LINEA INICIAL LINEA CORREGIDA \W6.02191; Ho corregido = 0.82 m \W3.40307; Qdis = 9.85 m3/s \W7.52191; Ho inicial = 0.68 m 1.20 1.10 1.00 0.90 0.80 0.70 0.60 y x \W8.94750; Parametro \W3.98100; Vertical Asumido \W5.77611; (Aguas Arriba) \W6.85605; Parametro \W6.37319; PERFIL CREAGER \W5.36959; (Aguas Abajo) P = 0.35 m He Ho P He Ho Hd = 2/3 Ho d = P y x P = 0.35 m He Ho = 0.70 m X Y R1 R2 Y/Ho = - k (x/Ho)^ n 1.00 0.50 0.10 (Asumido) 0.15 (Asumido) L = 0.85 Lc = 0.95 D = L + 0.25 = 1.10 m 0.20 0.15 y = 0.35 Xc Lcx L = 0.85 D = 1.10 m P = 0.35 m Lc = 1.05 m Xc = 0.25 i = 20 % Eje del Conducto Eje de la Cortina Conducto de concreto de sección rectangular o circular Cortina Maciza Vertedor Rejilla Cortina Hueca Plantilla de la galería A A P E R F I L Línea de Energía x Q0 Yc d0 d dl Qi E1 E0 Qr l Línea de Energía Q0 E0 Qr Yc d0 \U+03B8 Reja de Barras Paralelas d e a Reja con Perforadores a) Extracción Parcial b) Extracción Completa 1.53 0.45 \W7.35567; \U+03B2 = 12\U+00B0 \W7.21134; 1.50 t 1.50 t 1.80 1 z b= 5 m ( Plantilla) d 2500.20 h2 Q2 Q Q1 \U+03B2 Qr \U+03B1 Ho H h1 h X y SUPERFICIE DE REJILLA Et1 \W7.31959; Et2 \W7.53093; Z2 \W7.53093; Z1 \W7.59278; Y1 \W7.36598; hf1-2 \W5.57617; \C1;\U+03B1v1 \W7.59278; Y2 \W6.28308; 2 \W7.49742; 2g \W5.57617; \C1;\U+03B1v2 \W7.49742; 2g \W7.44845; Q \W7.44845; Q0 \W7.44072; \U+03B8=90° BOCATOMA TIPO "TIROLESA O CAUCASIANA"

Language	English
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
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File Type	dwg
Materials	Other
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Tags	autocad, block, distribution, DWG, fornecimento de água, intake, kläranlage, l'approvisionnement en eau, schemes, supply, treatment plant, type, wasserversorgung, water, zip