Canales Solucionados Con Metodos Numericos

CANAL TRAPEZOIDAL TIRANTE NORMAL

DATOS :

Iteración yn y n+1

Caudal Anch d! "l!#a Talud C!%&c&!n'! #u("&dad P!nd&!n'!

RESLTADOS : T&#an'! n#,al A#!a h&d#/ul&ca P!#,!'# ,ad Rad& 5&d#/ul&c E"6! d! a(ua P#%und&dad ,!d&a 7!lc&dad ,!d&a 9#ud! En!#(a !"6!c%&ca T&6 d! %lu

Q= $= Z= n= S=

2.00 1.00 1.00 0.01) 0.00*

m³/s m

m/m

1.00

0.873298

0. 0.873298

0.767712

0.767712

0.687436

0.687436

0.638555

0. 0.638555

0.621025

0.621025 0.619029 0.619005

0.619029 0.619005 0.619005

0..619005 0 0.619005

0.619005 0.619005

0. 0.619005

0.619005

0. 0.619005

0.619005

0. 0.619005

0.619005

0. 0.619005

0.619005

0. 0.619005

0.619005

0. 0.619005

0.619005

0. 0.619005

0.619005

0.619005 0.

0.619005

0. 0.619005

0.619005

0..619005 0 0.619005

0.619005 0.619005

0.619005 0.619005 0.619005 0.619005 0.619005 0.619005

0.619005 0.619005 0.619005 0.619005 0.619005 0.619005

y = 0.-10 A = 1.0022 P = 2.304 R = 0.*-)* T = 2.2*40 D = 0.))4 8 = 1.3 9 = 0.322 E = 0.4220 Su$c#'&c

m m² m m m m m/s

kgf-m/kg


DATOS : Caudal Anch d! "l!#a Talud 1 Talud 2 C!%&c&!n'! #u("&dad P!nd&!n'!

Iteración yn y n+1 Q= $= Z1 = Z2 = n= S=

2.00 1.00 1.00 1.00 0.01) 0.00*

m³/s m

m/m


y = 0.-10 A = 1.0022 P = 2.304 R = 0.*-)* T = 2.2*40 D = 0.))4 8 = 1.3 9 = 0.322 E = 0.4220 Su$c#'&c

m m² m m m m m/s kgf-m/kg

1.00

0.8740321

0.874032

0.769511

0.769511

0.690400

0.690400

0.641780

0.641780

0.622684

0.622684 0.619287 0.619022

0.619287 0.619022 0.619006

0.619006 0.619006

0.619006 0.619005

0.619005

0.619005

0.619005

0.619005

0.619005

0.619005

0.619005

0.619005

0.619005

0.619005

0.619005

0.619005

0.619005

0.619005

0.619005

0.619005

0.619005

0.619005

0.619005 0.619005

0.619005 0.619005

0.619005 0.619005 0.619005 0.619005 0.619005 0.619005

0.619005 0.619005 0.619005 0.619005 0.619005 0.619005


DATOS :

Iteración yn y n+1

Caudal Anch d! "l!#a Talud C!%&c&!n'! #u("&dad P!nd&!n'!


Q= $= Z= n= S=

1.30 1.00 1.30 0.01) 0.00*

m³/s m

1.00

0.866231

0.866231 0.754273 0.754273 0.667168 0.667168 0.609709

m/m

0.609709 0.583428 0.577528 0.577010

0.583428 0.577528 0.577010 0.576981

0.576981 0.576980 0.576980 0.576980

y = 0.30 A = 0.42- P = 2.-11 R = 0.*13 T = 1.4-33 D = 0.))*1 8 = 1.41)3 9 = 0.40* E = 0.))4 Su$c#'&c

m m² m m m m m/s

0.576980 0.576980

0.576980 0.576980

0.576980 0.576980

0.576980 0.576980

0.576980 0.576980

0.576980 0.576980

0.576980 0.576980

kgf-m/kg

0.576980 0.576980

0.576980 0.576980 0.576980 0.576980 0.576980 0.576980 0.576980 0.576980 0.576980 0.576980 0.576980 0.576980 0.576980

CANAL RECTANLAR

0.576980 0.576980 0.576980 0.576980 0.576980

TIRANTE NORMAL

DATOS :

Iteración yn y n+1

Caudal Sl!#a Ru("&dad P!nd&!n'!

Q= $= n= S=

1.* 1.30 0.013 0.00*

m³/s m

1.00

0.838867

0.838867 0.740588 0.740588 0.701312

m/m

0.701312 0.695393 0.695393 0.695269 0.695269 0.695269

RESLTADOS :

0.695269 0.695269 0.695269 0.695269

T&#an'! n#,al A#!a h&d#/ul&ca P!#,!'# ,ad Rad& 5&d#/ul&c E"6! d! a(ua P#%und&dad ,!d&a 7!lc&dad ,!d&a 9#ud! En!#(a !"6!c%&ca T&6 d! %lu

y = 0.-3* A = 1.0)2 P = 2.403 R = 0.*-04 T = 1.3000 D = 0.-3* 8 = 1.4309 = 0.04E = 0.4-4 Su$c#'&c

m m² m m m m m/s

0.695269 0.695269

0.695269 0.695269

0.695269 0.695269

0.695269 0.695269

0.695269 0.695269

0.695269 0.695269

0.695269 0.695269

kgf-m/kg

0.695269 0.695269

0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269 0.695269

C!" #$I!%&"$

TIRANTE NORMAL

DATOS : Caudal Talud Ru("&dad P!nd&!n'!

RESLTADOS : Q= Z= n= S=

2.00 m³/s 2.00 0.01) 0.00) m/m

;
y = 0.-) A = 0.-32 P = *.10- R = 0.*10 T = 2.4 D = 0.*)* 8 = 2.022 9 = 1.122E = 0.1*3 Su6!#c#'&c


C!" #$I!%&"$ TIRANTE NORMAL

DATOS : Caudal Talud Talud Ru("&dad P!nd&!n'!

RESLTADOS : Q= Z1 = Z2 = n= S=

2.00 m³/s 2.00 2.00 0.01) 0.00) m/m

CANAL TRIANLAR

;
y = 0.-) A = 0.-32 P = *.10- R = 0.*10 T = 2.4 D = 0.*)* 8 = 2.022 9 = 1.122E = 0.1*3 Su6!#c#'&c


TIRANTE NORMAL



2.00 m³/s 2.00 0.01) 0.00) m/m

;
y = 0.441 A = 0.-* P = *.1R = 0.*03* T = 1.-2 D = 0.))1 8 = 2.0)4) 9 = 0.*03 E = 1.2020 Su$c#'&c


CANAL TRIANLAR TIRANTE NORMAL



2.00 m³/s 2.00 0.01) 0.00) m/m

T&#an'! "u$>c#'&c A#!a h&d#/ul&ca P!#,!'# ,ad Rad& 5&d#/ul&c E"6! d! a(ua P#%und&dad ,!d&a 7!lc&dad ,!d&a 9#ud! En!#(a !"6!c%&ca T&6 d! %lu

CANAL CIRCLAR TIRANTE NORMAL

y = 0.441 A = 0.-* P = *.1R = 0.*03* T = 1.-2 D = 0.))1 8 = 2.0)4) 9 = 0.*03 E = 1.2020 Su$c#'&c


DATOS :

Iteración

Caudal D&/,!'# Ru("&dad P!nd&!n'!

RESLTADOS : An(ul "u$'!nd&d T&#an'! "u6!#c#'&c A#!a h&d#/ul&ca P!#,!'# ,ad Rad& 5&d#/ul&c E"6! d! a(ua P#%und&dad ,!d&a 7!lc&dad ,!d&a 9#ud! En!#(a !"6!c%&ca T&6 d! %lu

Q= D= n= S=

2.00 2.00 0.01) 0.003

?n

?n+1

133.5

2.330697267

133.5391167

2.331231699

133.5697374

2.331650000

133.5937043

2.331977371

133.6124613 133.6271397 133.6386258 133.6476133 133.6546455

2.332233558 2.332434027 2.332590889 2.332713625 2.332809655

133.6601476

2.332884789

'

133.6644525

2.332943573

m m² m m m m m/s

133.6678206

2.332989564

133.6704557

2.333025546

133.6725173

2.333053697

133.6741302

2.333075721

133.6753921

2.333092951

133.6763793

2.333106431

133.6771517

2.333116977

133.6777559

2.333125228

kgf-m/kg

133.6782286

2.333131683

133.6785985 133.6788878 133.6791142 133.6792913 133.6794298 133.6795382 133.679623

2.333136733 2.333140683 2.333143774 2.333146192 2.333148084 2.333149564 2.333150722

m³/s m m/m

Ɵ =

133.6799 y = 0.6067 A = 0.8050 P = 2.3332 R = 0.3450 T = 1.8388 D = 0.4378 8 = 2.4846 9 = 1.1989 E = 0.9213 Su6!#c#'&c

CANAL PARA@OLICO TIRANTE NORMAL DATOS :

Iteración yn y n+1

Caudal E"6! d! a(ua Ru("&dad P!nd&!n'!

RESLTADOS :

Q= T= n= S=

2.00 1.00 0.01) 0.00-

m³/s m m/m

2.00

1.6450

1.645016

1.3940

1.393966

1.2448

1.244824

1.1868

1.186843 1.177669

1.1777 1.1773

1.177284 1.177275

1.1773 1.1773

T&#an'! n#,al A#!a h&d#/ul&ca

y = 1.1* A = 0.4)4

m m²

1.177275

1.1773

1.177275

1.1773

P!#,!'# ,ad Rad& 5&d#/ul&c 9c P#%und&dad ,!d&a 7!lc&dad ,!d&a 9#ud! En!#(a !"6!c%&ca T&6 d! %lu

P = 2.3110 R = 0.*12= D = 0.4)4 8 = 2.3)4* 9 = 0.14) E = 1.3042 Su$c#'&c

m m

1.177275

1.1773

1.177275

1.1773

1.177275

1.1773

1.177275

1.1773

1.177275

1.1773

1.177275

1.1773

1.177275

1.1773

1.177275 1.177275

1.1773 1.1773

1.177275 1.177275 1.177275 1.177275 1.177275 1.177275 1.177275 1.177275 1.177275 1.177275

1.1773 1.1773 1.1773 1.1773 1.1773 1.1773 1.1773 1.1773 1.1773 1.1773

m m/s

kgf-m/kg

CANAL RECTANLAR CON @ORDES REDONDEADOS TIRANTE NORMAL

DATOS :

Iteración

Caudal Anch d! "l!#a Rad& C!%&c&!n'! #u("&dad P!nd&!n'!

Q= $= #= n= S=

2.30 1.00 0.-0 0.01) 0.00*

m³/s m m

yn

y n+1

1.00

0.82903

0.82903

0.7064

0.7064

0.63286

0.63286 0.60499

m/m

0.60499 0.60128 0.60128 0.60122 0.60122 0.60122 0.60122 0.60122


0.60122 0.60122 0.60122 0.60122

y = 0.-012 A = 1.1-42 P = 2.44) R = 0.*)0T = 2.2000 D = 0.3*10 8 = 2.1)01 9 = 0.* E = 0.4*) Su$c#'&c

m m² m m m m m/s

0.60122 0.60122

0.60122 0.60122

0.60122 0.60122

0.60122 0.60122

0.60122 0.60122

0.60122 0.60122

0.60122 0.60122

kgf-m/kg

0.60122 0.60122

0.60122 0.60122 0.60122 0.60122 0.60122 0.60122 0.60122 0.60122 0.60122 0.60122 0.60122 0.60122 0.60122

Cualquier consulta escribirme a mi correo: [email protected] Any ask, write me t my e mail :

[email protected] luisvan_pered@otmail.com

0.60122 0.60122 0.60122 0.60122 0.60122

Canales Solucionados Con Metodos Numericos

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