TRABAJO FINAL - DISEÑO DE CANALES TRABAJO TRABAJO FINAL DISEÑO DE CANALES
POR: BRAHIAM STIVEN GIRALDO CANO MARIO FELIPE CALDERÓN CABRERA ANDRÉS FELIPE SIL SI LVA GÓMEZ JOSE FERNANDO URIBE URIBE PELÁEZ
DOCENTE: NATALIA PAREJA OSORIO
POLITÉCNICO COLOMBIANO JAIME ISAZA CADAVID FACULTAD DE INGENIERÍAS HIDRÁULICA DE CANALES MEDELLÍN 201
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TRABAJO FINAL - DISEÑO DE CANALES CONTENIDO 1! 2! $! %! ! '! )! (!
DESCRIPCI" DESCRIPCI"N N DEL PRO#ECT PRO#ECTO!!!! O!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!$ !$ OBJETIVO OBJETIVOS!!!! S!!!!!!!!! !!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!% !% MARCO MARCO TEÓRICO! TEÓRICO!!!!!! !!!!!!!!!! !!!!!!!!!! !!!!!!!!!! !!!!!!!!!! !!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!! HEC&RA HEC&RAS!!!! S!!!!!!!!! !!!!!!!!!! !!!!!!!!!! !!!!!!!!!! !!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!1$ !!!!!1$ CÁLCULOS CÁLCULOS # RESULT RESULTADOS!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ADOS!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!1% !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!1% MODELACIÓN MODELACIÓN HEC&R HEC&RAS!!!!!!!!! AS!!!!!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!1( !!!!!!!!!!1( ANALISIS DE RESULT RESULTADOS!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ADOS!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!2' !!!!!!!!2' CONCLUSIO CONCLUSIONES!! NES!!!!!!! !!!!!!!!!! !!!!!!!!!! !!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!$0 !!!!!!!$0
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TRABAJO FINAL - DISEÑO DE CANALES
1. DESC DESCRIPC RIPCIÒN IÒN DEL DEL PROYECT PROYECTO O
E* +,-.-/- /3,4- 53/-/- -* 6.-73 6- 8/ 59/9* 9-,3 -,369*- 3 /3 ,-;-.63 53/ 8/9 *3/<86 6- 1 =4 .3,- 8/ -,,-/3 58>9 *96-,9 +3.-8/9 /5*/95?/ 6- 10@! E* +,4-, ,943 53/.9 6- 00 4-,3. 53/ 8/9 +-/6-/- *3/<86/9* 6000$ > -* .-<8/63 ,943 6- <89* 4986 9* +,4-,3 +-,3 53/ 8/9 +-/6-/- *3/<86/9* 6- 0000) A653/9*4-/- .- -/- 53/354-/3 8- -* 49-,9* 8- 53/3,49 -* -,,-/3 6-* +,4-, ,943 -. 49,<9 *43.9 /3 53*369* > -* .-<8/63 ,943 .- 53/.8>- +3, 5-/9 ;3*5/59! D-/,3 6- *3. ,-8-,4-/3. 6-* 5*-/- .- -/- 8- -* 59/9* 6-- .-, 53/.,863 53/ 8/9 .-55?/ ,9+-369* 59+9 6- ,9/.+3,9, 8/ 59869* 443 6- $2 4$. *9 53/.,855?/ 6- 8/9 -,49 9* +- 6-* 9*86 +9,9 *9 ,-53*-55?/ 6- 9<89. **8;9. -/ 58/-9. > 8- 9 .8 ;- -;-/ *9 5969 6, 6,-5 -59 9 6- 49 49-, ,9* 9*-. -. 6- 6-,, 6-,,84 84- .3 .3, ,- -* 59 59/9 /9*! *! A65 A653 3/9 /9*4 *4-/ -/53/.,8, 8/9 -,49 -/ -* *963 3+8-.3 +9,9 +-,4, 3,49, *9 .-55?/ > 9>869, 9 -;9, *9. /*,953/-.! P3, 3,9 +9,- -* 5*-/- .3*59 8- *9 -59;95?/ 39* 6-* +,3>-53 .-9 *9 4/49 +3.*-! D963 *3 9/-,3, .- +,35-6? 9 ,-9*9, *3. 5*58*3. /-5-.9,3. 584+*-/63 5969 8/3 6- *3. ,-8-,4-/3. ,-8-,4-/3. > 8.59/63 5969 8/3 6- *3. ,-.8*963.! ,-.8*963.!
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TRABAJO FINAL - DISEÑO DE CANALES
Ilustración 1. Ejemplo de un canal trapezoidal no revestido
2. OB OBJE JETI TIV VOS OBJETIVO GENERAL
•
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OBJETIVOS ESPECÍFICOS C9*58* C9*5 8*9, 9, *9 ..-55 55? ?/ / 6, 6,8 8* *59 5944-/ /- 3+ 3+49 49 <9,9 <9,9/ / 9/ 9/63 63 -* +-,4-,3 4/43! G9,9 G9,9/ / 9, 9, +9,9 +9,9 -* 6.6.-73 73 .3 .3* *5 59 963 63 8/ ;3*8 ;3*844-/ / 4/ 4/43 43 6-59;95?/ 9 *3 *9,<3 6-* 59/9*! D--,4/9, *9 ;-*35696 6- K83 +9,9 -* 59/9* 6.-7963 > 534+9,9,*9 53/ *9. ;-*35696-. 449. +-,469. +9,9 5969 49-,9*!
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TRABAJO FINAL - DISEÑO DE CANALES
3. MA MARCO RCO TE TEÓRI ÓRICO CO CONCEPTOS BÁSICOS Ve!"#$%$ e!"#$%$ M&'#(% M&'#(%! E/ <-/-,9* +9,9 -;9, -* 6-+?.3 649-,9*-. -/ .8.+-/.?/ .- ,-534-/69 6.-79, 8/ 59/9* ,-;-.63 53/ 8/9 ;-*35696 4/49 95-+9*- 6-* 3,6-/ 6- 0!% 9 1!0 4.! Ve!"#$%$e) M*+#(%)! E/ ,-;-.4-/3. /3 9,4963. +9,9 -;9, 8- *3. ,-;-.4-/3. .- *-;9/-/ +3, .8&+,-.?/ .- ,-534-/69/ ;-*35696-. 4-/3,-. 6- 2! 4.! S -* ,-;-.4-/3 58-/9 53/ 9,4968,9 *9 ;-*35696 6--, *49,.- -/ 8/5?/ 6- *9 -,3.?/ +,39*-! T%,$e)! S- ,--,- 9 *9 /5*/95?/ 8- +3.--/ *9. +9,-6-. *9-,9*-. 6-* 59/9* > *9. 589*-. .- -+,-.9/ -/ 3,49 6- +,3+3,5?/! L9 3,49 4. 8.969 -/ 59/9*-. -. *9 ,9+-59* 53/ 9*86-. 8- 6-+-/6-/ 6-*
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TRABAJO FINAL - DISEÑO DE CANALES B!$e B!$e #e -! E. -* -.+953 -/,- *9 539 6- *9 53,3/9 > *9 .8+.8+-, ,55- 6-* 6-* 9<89 9<89 /3 -. -.- //< //<8/ 8/9 9 ,-<*9 -<*9 9 9 88- .- +8-6 +8-69 9 95-+9, 8/;-,.9*4-/- +9,9 -* 5*58*3 6-* 3,6- *,- 6-63 9 8*9. K858953/-. 6- *9 .8+-,5- 6-* 9<89 -/ 8/ 59/9* .- +8-63,</9, +3, 598.9. /53/,3*9*-.! E/ *9 +,559 -/ 9/3 /3 .-/<9/ ;9*3,-. -.+-553. -. ,-534-/69*- 8.9,: -1$ 6 +9,9 .-553/-. ./ ,-;-.4-/3 >- 1' 6 +9,9 .-553/-. ,-;-.69. 63/6- 6 -. -* ,9/- 6-* 59/9* -/ 4-,3.! P-,3 .-4+,- 49/-/-/63 8/ 3,63 *,- 4/43 6- 10 54! Se""#/' 0#$*,#"% /#(%! L9 59+95696 6- 53/6855?/ 6- 8/ 59/9* 984-/9 53/ -* ,963 6,8*53 > ;9,9 /;-,.94-/- 53/ -* +-,4-,3 43963! D-.6- -* +8/3 6- ;.9 6,8*53 +9,9 8/ ,-9 6969 6969 *9 ..-55 55? ?/ / 4 4.. -5-5-/ /- -. 9898-** **9 9 88- -/ -/- -* 4/ 4/43 43 +-, +-,44-, ,3 3! S/ S/ -4 -49 9,,<3 <3 *9 ,-*9 -*95 5?/ ?/ 9/5 9/53 3 9.9 9.9* * +,3 +,38/ 8/66 6696 96 8-69, 6--,4/969 +3, 8/ -.863 Q5/53&-53/?453!
TIPOS DE CANALES C%'%e) ee)#$!): E* ,-;-.4-/3 6- 8/ 59/9* .9.95- 8/3 3 ;9,3. 6- *3. 3-;3. 8- 9 53//895?/ .- 4-/53/9/: P-,4, *9 53/6855?/ 6-* 9<89 9 53.3. 96-58963. > ;-*35696-. 49>3,-. -/ ,-9. 6- -59;95?/ +,38/69 3 65* 53,-! D.4/8, *9 *,95?/ > 8<9. 6- 9<89 9 ,9;Q. 6-* 58-,+3 6-* 59/9* > -;9, -* 9/-<94-/3 8 3,9. 6- 6,-/9- 53.3.9. -/ -,,-/3. 96>95-/-.! R-685, > 343<-/-9, *9 ,8<3.696 53/ -**3 *9. 64-/.3/-. 6- *9 .-55?/ > *3. ;3*4-/-. 6- -59;95?/! A.-< A.-<8, 8,9, 9, *9 -. -.9 9* *6 696 96 6- *9 ..-55 55? ?/ / 6, 6,8 8*5 *59 9 > +,3 +,3-< -<-, -, *3. *3. 9*86-. 6-* /-4+-,.43 > 6- *9 955?/ 6-* 9<89 6- **8;9! E;9, -* 5,-54-/3 6- ;-<-95?/ > ,-685, *9 6-.,855?/ 6- *3. 3,63. +3, -* +9.3 6- 9/49*-.!
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TRABAJO FINAL - DISEÑO DE CANALES E/ ,<3, 9.9 *3. 59/9*-. ,-;-.63. 6- 53/5,-3 +8-6-/ .-, -,3.3/963. +3, -* K83 . .- ,-9.9 .8 ,-..-/59 9 *9 -,3.?/ 3 .- +,3685-/ 3,3. -/?4-/3. 4. 534+*-3. 5343 .3/ *9 59;95?/ 8- +8-6- 6.*359, /5*8. /5*8.3 3 6-., 6-.,8, 8, -* ,-;-. ,-;-.4 4-/ -/3 3!! S/ -49, -49,<3 <3 *3. ,-;-. ,-;-.4 4-/ -/3. 3. 653/5,-3 94+*9/ -* /-,;9*3 6- ,-..-/59 9 *9 -,3.?/ > +,3+3,53/9/ 8/ 4-3, 6-.-4+-73 6,8*53!
TIPOS DE REVESTIMIENTO L3. ,-;-.4-/3. -/ 8/ 59/9* .- 53/.,8>-/ 6- ;9,3. +3. 6- 49-,9*! E* **94 **9496 963 3 6- .8+.8+-, ,5 5- 68,9 68,9 +8-6 +8-6- ..-,, 9 9.9.- 6- 53 53/5 /5,,-3 -3 .4+ .4+**- ,-3,963 3 *9/963 9 9*9 +,-.?/ 6- 53/5,-3 9.*53 6- 494+3.-,9 +-6,9 *96,**3 *38-. +,-9,5963. -5! E/ <-/-,9* 653. 49-,9*-. .9.95-/ 363. *3. +,3+?.3. 9/-. -+8-.3. > 3,-5-/ <,9/ ,-..-/59 9 *9 95 955 5?/ ?/ -,3. -,3.; ;9 9 6-* 6-* 9<89 9<89!! O, O,3. ,-;-. -;-. 4 4-/ -/3 3.. .3 .3/ / 9 9.9.- 649-, 49-,9*9*-.. <,9/8 <,9/8*9, *9,-. -. 5343 5343 9,5* 9,5**9 *9 -,, -,,9 9 534+95 534+959 969 69 3 <,9;9 <,9;9 83,-5-/ 4-/3, ,-..-/59 9 *9 -,3.?/ +-,3 .8+-,+8-.3. 3 /3 .3,- 8/9 4-4,9/9 4+-,4-9*- 6.4/8>-/ 6- 4363 4+3,9/- *9. +Q,669. 69<89 +3, /*,95?/!
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TRABAJO FINAL - DISEÑO DE CANALES 449 +-,4.*-! E.9 ;-*35696 -. /5-,9 >9 8- *3. *-53. -/ 8.3 .3+3,9/ ./ -,3.?/ ;-*35696-. 49>3,-. 9 *3. ,-5Q/ 53/.,863.!
DISEÑO 4IDRÁ5LICO DE 5N CANAL C#e#!) $e $#)e6! S- -/-/ 6-,-/-. 953,-. 8- .- 53/.6-,9/ -/ -* 6.-73 6- 59/9*-. *3. 589*-. -/6,/ -/ 58-/9: -* 59869* 9 53/685, 953,-. <-34Q,53. 6, 6,8 8* *53 53.. 6- *9 ..-55 55? ?/ / 49 49-, ,9* 9*-. -. 6- ,-;-. -;-. 4 4-/ -/3 3 3 +,-. +,-.-/ -/-.. /98,9*4-/- +9,9 *3. 59/9*-. /3 ,-;-.63. *9 3+3<,99 -.-/- *9 <-3*3<9 > <-3-5/9 6- *9 3/9 *3. 49-,9*-. 6.+3/*-. -/ *9 3/9 3 -/ -* 4-,5963 4. 5-,59/3 53.3. 6- 49-,9*-. 6.+3/*696 6- 49/3 63,9 59*5969 -5/3*3<9 9589* 3+495?/ -53/?459 .353 -53/349 6- *3. -/-59,3 -/-59,3. . 5*493*3<9 5*493*3<9 9*86 -5! S .- -/- -/ 58-/9 363. -.3 -. 3.. 95 953, 3,-. -. .- **-< **-<9, 9, 9 8/9 8/9 .3 .3*8 *85 5?/ ?/ Q5/ Q5/5 59 9 > -5 -53/ 3/?4 ?45 59 9 4 4.. 53/;-/-/-!
E)e"#7"%"#!'e) 8"'#"%) $e $#)e6! $e "%'% U/ 59 59/9 /9** 6- 6-.; 6-.;9 95 5?/ ?/ 3 **94 **9496 969 9 96-5 96-589 8963 63 ..-< </ / -* -, -,,-/3 -/3 6-6-53/685, -* <9.3 443 9 8/9 ;-*35696 449 8- /3 .359;- *9 -., -. ,85 858 8,9 ,9 6-* 6-* 59 59/9 /9*! *! OO-/ /69 69 *9 -. -.53 53,,,-/ ,-/9 9 4 4 49 49 > *9 ;-*3 ;-*35 569 696 6 449 +-,469. .- 6--,4/9 -* ,-9 4/49 8- 6--, +3.--, *9 .-55?/ 6,8*59 9 +9,, 6- *9 589* -* 59/9* +36, 584+*, 53/ *9. 59,95-,.59. 6- 6.-73 .-79*969.!
M*+#(% Ve!"#$%$ $e %9,% L9 449 ;-*35696 6-* 9<89 6-+-/6- 6- *9 /98,9*-9 6-* 49-,9* -/ -* 589* .- 53/.,8>- -* 59/9*!
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TRABAJO FINAL - DISEÑO DE CANALES Tabla 1. Velocidades con respecto al material
Áe% (&'#(% $e $#)e6! E* 6.-73 6- 8/ 59/9* ,-8-,- 6- 8/9 .-,- 6-,953/-. 9 +9,, 6- 8/9 .-55?/ ,9/.;-,.9* 6-* 59/9* *9 589* 5343 4/43 6--,9 -/-, 8/9 .8+-,5- <89* 3 49>3, 9 *9 59*58*969 .-</ *9 E5895?/:
D3/6-: V49: M49 ;-*35696 +-,469 4.! 49: E.53,,-/9 E.53,,-/9 5,59 3 <9.3 443 6- 6.-73 4$.!
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TRABAJO FINAL - DISEÑO DE CANALES U/9 U/9 ;- ;- 53 53/3 /35 569 69.. *9. *9. -. -.++-5 55 595 953 3//-.. 6- <9. <9.3 3 4 4 43 43 4 4 49 49 ;-*3 ;-*35 569 696 6 +-, +-,4 469 69 > ,-9 ,-9 4/ 4/49 49 .- 6-6--, , ,-9 -9* *9 9,, 8/9 8/9 ..-, ,- 6-,95 -,953/ 3/-. -. 6- .85-. .85-.;9. ;9. .-5 .-553 53/-. /-. ,9/.; ,9/.;-,. -,.9*9*-. . 9 / 6- -/53/ -/53/,9 ,9,, 98-**9 .-55?/ 8- .-9 59+9 6- ,9.*969, 6- 49/-,9 .-<8,9 -* 59869* +9,9 +9,9 -* 589* 589* .- 6.6.-79 79!! S- 6-6-- 53 53/. /.6 6-, -,9, 9, +9,9 +9,9 8/9 8/9 4.4 4.49 9 ..-55 55? ?/ / ,9/.;-,.9* 98Q**9 59+9 6- ,9.*969, 8/ 49>3, 59869* -. 6-5, *9 8+3.-9 -* 49>3, ,963 6,8*53 +,3+3,5?/ -/,- -* ,-9 ,9/.;-,.9* A5 > -* +-,4-,3 43963! P9,9 -.- / .- +,3+3/- *9 4-363*3<9 8- .6-.5,- 9 53//895?/: •
•
•
•
•
S-*-55?/ 6- ,-9 +9,9 *9 +,4-,9 -,95?/ .- ,-534-/69 8*9, 8/ ,-9 <89* 3 .8+-,3, 9* ,-9 4/49 6- 6.-73! D--, D--,4 4/9 /95 5?/ ?/ 6- +9, +9,44-, ,3. 3. 6- *9 ..-55 55? ?/ / ,9/ ,9/.; .;-, -,.9 .9** 9.9.- > 9*86-. .-</ *9. 53/653/-. 6-* -,, - ,,-/3! -/3! C*58*3 6- *3. +9,4-,3. 6- ,9/- 6-* 59/9* T *3/<86 6- *9 .8+-,5- *,- 6-* 9<89 S!L!A 9*86-. Z *3/<86 6- 9*86-. /-,3, > .8+-,3, L/ > L.8+ > ,963 6,8*53 R A.95?/ 6- *9 +-/6-/- 6-* 59/9* .-</ *9. 53/653/-. 6-* -,,-/3 -,,-/3 > 6--,4/95?/ 6- 8/ 53-5-/- 6- ,8<3.696 /! C*58*3 6-* 59869* > ;-*35696 6- ,9/.+3,- 6-* 59/9*!
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TRABAJO FINAL - DISEÑO DE CANALES A+, A+,396 3969. 9. *9. *9. 53 53/6 /65 53 3/9 /9/ /-. -. Q5/ Q5/5 59. 9. -* +-, +-,** 6- 59 59/9 /9** +36, +36, ..-,, 4+*-4-/963 -/ -,,-/3!
CÁLC5LO DE LOS COMPONENTES DE LA SECCIÓN TRANSVERSAL L3. 693. 6- -/,969 +9,9 -* 6.-73 6-* 59/9* .3/ *3. .<8-/-.: A Á,-9 6- .-55?/ ,9/.;-,.9* 6-* 59/9* S8+-,3, 9* ,-9 4/49! B 9.- 6-* 59/9*! Z/ T9*86 T9*86 /-,3, /-,3 ,! Z.8+ T9*86 .8+-,3,!
Áe% :A: Á,-9 6- 6.-73 .- ,-534-/69 8*9, 5343 +,4-,9 -,95?/ -* ,-9 4/49 6- 6.-73 A4/ 3 8/9 *-;-4-/- .8+-,3, > 984-/9, -/ 5969 -,95?/ -/,- 8/ 10 9.9 -/53/,9, -* 6.-73 96-58963! B%)e :B;< V9*3, +,-6-/63 T%,$ #'=e#! > ),e#!: E. 4+3,9/- -/ *9 6--,4/95?/ 6- *3. 9*86-. 6-* 59/9* 8- Q.3. .-9/ 96-58963. +9,9 5969 +3 6- .8-*3 3 ,-;-. -;-. 4 4-/ -/3 3 6- 4363 4363 88- -* 59 59/9 /9** /3 .- -,3. -,3.3 3//- Z/ Z/! Z.8+ Z.8+! ! -/-/-/6 /63 3 586 58696 963 3 6- 49 49/ /-, -,9 9 -. -.++-5 59* 9* -/ 3,9 ,9. 6- 53 53/. /.-, -,;9 ;95 5?/ ?/ 6-.9,,3**969. -/ .8-*3. 6- -8,9. *;9/9. 9,-/3.9. *9. 589*-. 6--/ -/-/-,, 9*8 9*866-.. 49 49>3 >3,,-. -.!! L3. 9*8 9*866-.. ,-5 -534 34-/ -/69 6963 63.. +9,9 +9,9 *9 ..-55 55? ?/ / ,9+-59* 6- 8/ 59/9*! Tabla 2. Taludes recomendados para la sección trapecial de un canal para diferentes tipos de suelo
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TRABAJO FINAL - DISEÑO DE CANALES C3/ -.3. ;9*3,-. .- 59*58*9 *9 ;-*35696 > -* 59869* 8- ,9/.+3,9, -* 59/9* +3, 4-63 6- *9. -58953/-. 6- M9///< 6-.5,9. 9 53//895?/:
D3/6-: V5 V-*35696 V-*35696 4-69 6-* 9<89 -/ -* 59/9* 4.! 5 C9869* 6-* 59/9* 4$ .! / 53-5-/- 6- ,8<3.696 6- M9///< 964-/.3/9*! , ,963 6,8*53 . +-/6-/- 6-* 59/9* 964-/.3/9* A5 Á,-9 6-* 59/9*!
PR5EBA DE CONTROL DE ESPECIFICACIONES T?CNICAS DEL CANAL O-/63. *3. ;9*3,-. 6-* 59869* > ;-*35696 .- ;-,59 . -* 6.-73 6-* 59/9* .- -/58-/,9 ,-9*963 -/ 53/53,69/59 53/ *9. -.+-55953/-. Q5/59.! D- /3 .-, 9. .- 6--, ,-9*9, 8/ /8-;3 6.-73 43659/63 *9 +-/6-/- >3 *9 .-55?/ ,9/.;-,.9* 8- 6--, .34--,.- /8-;94-/9 ;-,595?/ > 9. .85-.;94-/- 9.9 -/53/,9, -* 6.-73 96-58963! C*58*3 6- *9 ;-*35696 6- 8/9 59/9* .-</ M9///<:
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TRABAJO FINAL - DISEÑO DE CANALES D- -.9 3,49 -* 6.-73 6- 8/ 59/9* 6--, 584+*, 53/ *9. .<8-/-. -.+-55953/-.: Á,-9 6-* 59/9* .-9 49>3, 3 <89* 8- -* ,-9 4/49 A 4/ 4V4 -/ 63/6- 4 <9.3 443 > V4: V-*35696 449 +-,469:
A" @ A(&' •
G9.3 443 4 .-9 4-/3, 8- -* 59869* 5 6--,4/963 +9,9 -* 59/9* 6.-7963:
" @ (%+ •
L9 ;-*35696 6-* K83 6-* 59/9* .-9 4-/3, 8- *9 ;-*35696 449 +-,469 .-</ *9. 59,95-,.59. 6-* 59/9* 6.-7963 V4:
V(%+ @ V"2
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TRABAJO FINAL - DISEÑO DE CANALES . 4EC EC-R -RAS AS
H3> -/ 69 H3> 69 -. .-/ -/ 6;6;-,. ,.3. 3. .3 .39, 9,- -. -.++-5 55 53. 3. 6- 436436-* *9 95 5?/ ?/ 6, 6,8 8* *59 59 88- 95 95* *9 9/ / *9 -/, -/,96 969 9 6- 693 693.. > +-, +-,44-/ / ;.8 ;.89* 9* 9, 9, <,594-/- *3. ,-.8*963. /5*8.3 -+3,9,*3. -+3,9,*3. -/ 3,49 6- 9*9. *3 8/3. 95*9 .8 /-,+,-95?/! E/,- 363 -**3. .- 6-.959 -* .39,.39,- 4EC6-.9,,3**963 +3, -* H>6,3*3<5 E/</--,/< C-/-, 6-* US A,4> C3,+. RAS 6-.9,,3**963 3 E/</--,. -. 8/3 6- *3. +,3<,949. 6- ,--,-/59 6-/,3 6- .8 594+3! E. 8/ .39,- <,983 +3, *3 9/3 .8 8.3 .- 9 <-/-,9*963 > .-/58-/,9 -/ 8/ +,35-.3 53/.9/- 6- 9589*95?/ 9* /,3685, 53//89. 4-3,9.! E.3 9 -53 8- +353 9 +353 *9 <,9/ 49>3,9 6964/.,953/-. 9>9/ 534-/963 9 -<, -* -.863 6-* 4+953 8+8-6+8-6- ,-+, ,-+,-.-.-/ /9, 9, .3,.3,- *9 6/4 6/459 59 6- *3. 5985-. 5985-. 589*8 589*8-, -, +3 +3 695895?/ 53/ 8/ 436-*3 6,8*53 .85-/-4-/- 9*- 5343 -. -* 59.3 6- HEC&RAS! HEC&RAS H>6,3*3<59* E/</--,/< C-/-, & R;-, A/9*>.. S>.-4 -. 8/ +,3<,949 6- 436-*95Y/ 6,8*59 8/64-/.3/9* 534+8-.3 +3, % +3. 6- 9/*.. -/ ,3.: • • • •
M36-*95?/ 6- K83 -/ ,Q<4-/ +-,49/-/M36-*95?/ 6- K83 -/ ,Q<4-/ /3 +-,49/-/M36-*95?/ 6-* ,9.+3,- 6- .-64-/3. A/*.. 6- 59*696 6- 9<89.
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TRABAJO FINAL - DISEÑO DE CANALES
. CÁLC5LO CÁLC5LOS S Y RES5L RES5LT TADOS
P9,9 -* 6.-73 6-* 59/9* 6- .-55?/ ,9+-369* 6- 14 6- *3/<86 53/ 8/ 5943 6- +-/6-/-. -/ *9 9.5.9 =0[00 .- 3+? +3, **-;9,*3 9 593 53/ -* 5,-,3 6- *9 .-55?/ 6,8*594-/- 3+49 6-63 9 8- -/ -* +,3>+,3>-53 53 .- 6-9 +,358, +,358,9, 9, 95-, *9 4/49 4/49 -59; -59;95 95?/ ?/ +3.*+3.*- -/ *9 43/979 43/979 -/ -* 6.-73 .- 349, 349,3/ 3/ 2 ,943. ,943. > +9,9 5969 8/3 .- 3 3 -* 9/* 9/*. .. . +9,9 +9,9 6-6--,,4/9 4/9,, *9. *9. +,3+ +,3+-69 6966-.. <-34 <-34Q Q, ,59 59.. 6- *9 ..-55 55? ?/ / /-5-.9,9 +9,9 ,9/.+3,9, -* 59869* 443 .84/.,963! P9,9 *9 6--, 6--,4/ 4/95 95?/ ?/ 6- *9. +,3++,3+-696 696-. -. <-34Q, <-34Q,59 59.. .- 34? 5969 ,943 > .- 9/9*? +3, .-+9,963 +9,9 9**9, *9. +,3+-696-. /-5-.9,9 +9,9 +9,9 584+ 584+* *,, 53 53/ / *9. *9. 53 53/6 /65 53 3//-.. 6- K83 K83 ,-8-8-, ,69 69. . +,4 +,4-, -,3 3 .-/53/,9,3/ *9. ,-9. 3+49. /-5-.9,9. +9,9 ,9/.+3,9, -* 59869* -. 6-5, -* ,-9 4/49 8- +8-6- +,3+3,53/9, *9. +,3+-696-. <-34Q,59. 96-58969. +9,9 -* 96-58963 534+3,94-/3 6-* 59/9*! P9,9 9**9, -* ,-9 ?+49 .- 3 -* .<8-/- 6-.+-- 49-453! S / Aopt R H Opt / 1 2
CAUDAL Q
2 3
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TRABAJO FINAL - DISEÑO DE CANALES
ÁREA ÓPTIMA = A Opt =
[
1 /3
( √ + Z ) S 2
1.5874 n Q 2 1 1/ 2
2
3 /4
]
Tabla . Propiedades del tramo 1 del canal
C9869* 4$.
P-/6-/-
$2!00
0!00$
T,943 T,943 1 Á,-9 ?+49 42 10!2'
V-*35696 4. $!12
R963 6,8*53 4 1!22
Tabla !. "imensiones del canal para el tramo 1
R8<3.696 0!02
A*8,9 4 2!%$ &2!%$
T,943 T,943 1 B9.- 4 $!00 &$!00
A/53 .8+-,59* 4 !2 &0!0
Tabla #. "imensiones adicionales para el dise$o del canal
T,943 T,943 1
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TRABAJO FINAL - DISEÑO DE CANALES 4 0!02
$!1
&$!1
$!
&$!
)!)(
&0!12
Tabla *. "imensiones adicionales para el dise$o del canal
BL 4 0!'%
C 4 !)(
H 4 $!($
E 4 1!00
D 4 1!00
F 4 0!
G 4 1!(
Tabla 1'. Volumen de e&cavación para los segundos #'' metros del canal
V3*84-/ 6-59;95?/ 4$
VOL5MEN DE ECAVACIÓN
1(!'
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TRABAJO FINAL - DISEÑO DE CANALES
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TRABAJO FINAL - DISEÑO DE CANALES E/ 63/6- +9,9 -.- 59.3 -/-43.: #0!(1 E.0!' E+0!( 3
tp=0.8∗2.431 m∗10000 N / m ∗.003 tp=58.344 N / m ts=0.65∗2.431
2
ts= 47.40 N / m
2
m∗10000 N .003 m 3
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TRABAJO FINAL - DISEÑO DE CANALES
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TRABAJO FINAL - DISEÑO DE CANALES
Ilustración !. Perl " del canal
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TRABAJO FINAL - DISEÑO DE CANALES
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TRABAJO FINAL - DISEÑO DE CANALES H. ANALISIS DE RES5L RES5LT TADOS
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TRABAJO FINAL - DISEÑO DE CANALES 6- *9 .8+-,5- *,- 6-* 9<89 .- /5,-4-/9 *3 8- 9 .8 ;- <-/-,9 8- *9
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TRABAJO FINAL - DISEÑO DE CANALES Tabla 2'. "atos para el #'0 del caudal
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TRABAJO FINAL - DISEÑO DE CANALES Tabla 22. "atos para el caudal m3&imo
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