Tabla Para El Examen Hidrologia

INFILTRACION 1. METODO PARA INILTRACION MEDIA

Separación del fujo a!e "edian#e una l$nea rec#a% caudal 1&.'( "&)! #ie"po *.+( , Ved= ++-*&'.( ++-* &'.( "&

f

Clculo de llu/ia e0ec#i/a% Ie

0.005 m

=

5 mm

7.25

4.25

3.15

6.35

2olu"en Llo/ido% Vll=

3 m3

area de cuenca x sumatoria de in

Coe4cien#e de E!currie"ien#o% K=

5DI2)36

78/ed)2ll

Area

45.8 m2

Clculo 9 % ORA , 1 2 3

9 I e0 1 "" " " 4 5 4.3

9

3

1 .2

3 .2 5 2 .2 5 2 .! 5 4.3

I e0 + "" 0.25 0 0

I e0 & ""

I e0 : "" 0 0 0

2.35 1.35 2.05

I e0 ( "" 0 0 0

ices infltracion

I e0 ; ""

< "" 0 0 0

5.85 3.6 5

0 0 0 0 0

+. METODO DE =OSTIACO2

/olu"en adicionado

#ie"po

#ie"po acu"ulado

lo@ T

acu"uladoB

la"ina in4l#rada82a)area

c"&

"in

"i"

c"

c"

0.602 1.000 1.301 1.602 1.845 2.041 2.204 2.342

0 0.384 0.384 0.660 1.121 0.844 1.25! 1.130 1.474

"#$ A %0.8274

A 0.1488

0 125 125 215 365 275 410 368 480 Area =

0 0 4 4 6 10 10 20 20 40 30 70 40 110 50 160 60 220 325.68 cm2

x

Pendien#e% Ecuación de =o!#iaco/%

3.'&+ F83.1:-->#?3.'&+

&. METODO DE ORTON.

/ol adi

#ie"po

#ie" acu"

la"ina in4l#r

T

c"&

"in

0 125 125 215 365 275 410 368 480 Area= &c'mm()r*=

0 4 6 10 20 30 40 50 60 325.68 1

"in

c"

,ora!

0 4 10 20 40 70 110 160 220

0 0.384 0.384 0.660 1.121 0.844 1.25! 1.130 1.474

0 0.067 0.100 0.167 0.333 0.500 0.667 0.833 1.000

Pendien#e% 78 0o0c% 0o%

K=

ecuacion de ,or#on

;-.1'+ 3.3&&: ('.&*; (-.&*;

F81('.&*;>Be?3.3&

ASTE MODELO =OSTIAC 1.000 0.800

la". in0 acu".

Lo@La". In0. Acu"B.

&'x* = 0.731 / = 0.!!4!

0.600 0.400

c" 0 0.384 0.768 1.428 2.54! 3.3!3 4.652 5.782 7.256

%0.416 %0.115 0.155 0.406 0.531 0.668 0.762 0.861

Lo@ La"ina In0. Acu".

0.200 0.000 0.500 %0.200

1.000

%0.400 %0.600

Lo@ Tie"p

+

, 0.732 -'endiente*

0al#a ,alar 7 

0 la".in0),ora!B

00c

ASTE ECAC

c"),r 0 5.757 3.838 3.!61 3.362 1.68! 1.888 1.356 1.474

""),B

100.000

56.572 37.381 38.60! 32.622 15.888 17.884 12.55! 13.738 conertir mm

&'x* = %10.7456281!63 ln'x* / = 0.!255715326

0H0c

10.000

1.000 0

50

100

#ie"po acu"ula

:>#

9)art 4itle 60 &'x* = %10.7456281!63 ln'x*  68.172423!271 / = 0.!255715326

50 40 30 20 10 0

0

50

100

150

2. 1.000

87030!x % 0.8274301405 !1!34

 

0.800

A "inear 'A*

0.600 0.400

"inear 'A* 0.200

1.500

2.000

2.500 0.000 0.500 %0.200 %0.400

 

Acu"ulado.

IGN DE ORTON.

%0.600

 

68.172423!271

A "oarit)mic 'A*

50

200

250

o

200

250

lo'lam.in&.acum*

&'x* = 0.731!87030!x % 0.8274301405 / = 0.!!4!0!1!34

1.000

1.500

2.000

2.500

A/A= :=  = Ved= Ie&=

45.8 Km2 13.75 m3(s 33300 s. 228!37.5 m3 4.!!863537 mm.

Clculo 9 % ORA ,

9 ""),

I e0 1 ""

4 4.305

98

I e0 + ""

3.25 2.!45

I e0 & ""

0.25 %0.055

%0.85 %1.155

4.305 mm()

+. METODO DE =OSTIACO2 /olu"en adicionado

#ie"po

#ie"po acu"ulado

c"&

"in

"i"

0 125

0 4

la"ina in4l#rada82a)a la". in0 acu". acu"uladoB rea lo@ T c"

0 4

0.602

c"

c" 0.000 0.384

0.000 0.384

125 215 365 275 410 368 480 Area =

6 10 20 30 40 50 60 325.68 cm2

10 20 40 70 110 160 220

1.000 1.301 1.602 1.845 2.041 2.204 2.342

0.384 0.660 1.121 0.844 1.25! 1.130 1.474

0.768 1.428 2.54! 3.3!3 4.652 5.782 7.256

x "#$ A %0.8274

Pendien#e% Ecuación de =o!#iaco/%

A 0.1488

3.'&+ F83.1:-->#?3.

&. METODO DE ORTON. ;

/olu"en adicionado c"& 0 125 125 215 365 275 410 368 480 Area= &c'mm()r*=

#ie"po

#ie" acu"

"in

"in

0 4 6 10 20 30 40 50 60 325.68 cm2 1

la"ina in4l#rada c"

0 4 10 20 40 70 110 160 220

0.000 0.384 0.384 0.660 1.121 0.844 1.25! 1.130 1.474

Tie"po

0 la".in0),ora!B

,ora!

c"),r

0.000 0.067 0.100 0.167 0.333 0.500 0.667 0.833 1.000

Pendien#e% 78 0o0c% 0o% ecuacion de ,or#on

5.757 3.838 3.!61 3.362 1.68! 1.888 1.356 1.474

;-.1'+ 3.3&&: ('.&*; (-.&*;

F81('.&*;>Be?3.3&

;

/olu"en adicionado c"& 0 125 125 215 365 275 410 368 480 Area= &c'mm()r*=

#ie"po

#ie" acu"

"in

"in

0 4 6 10 20 30 40 50 60 325.68 cm2 1

0 4 10 20 40 70 110 160 220

la"ina la".in4l#rada la".in4l#rada in4l#rada acu"ulada acu"ulada c" c" 1)c" 0.000 0.384 0.384 0.660 1.121 0.844 1.25! 1.130 1.474

0.000 0.384 0.768 1.428 2.54! 3.3!3 4.652 5.782 7.256

2.605 1.303 0.700 0.3!2 0.2!5 0.215 0.173 0.138

<>I Ks.&  I/9<#? Ks &= 9A9I#

= t=

I e0 : "" 2.35 2.045

I e0 ( ""

I e0 ; ""

%1 %1.305

Lo@La". In0. Acu"B.

13.75 m2(s !.25 )r.

< ""

%2.8 %3.105

5.85 4.!!

ASTE MODELO =OSTIA 1.000

%0.416

0.800

&'x* = 0.731!87030!x % 0.8274301405

%0.115 0.155 0.406 0.531 0.668 0.762 0.861 +

/ = 0.!!4!0!1!34

0.600 0.400 0.200 0.000 %0.200 %0.400 %0.600 0.500

1.000

1.500

2.000

2.500

, 0.732

&+

 B

00c

ASTE ECACION DE ORT

""),B 56.572 37.381 38.60! 32.622 15.888 17.884 12.55! 13.738 conertir mm

100.000 &'x* = %10.7456281!63 ln'x*  68.172423!271 / = 0.!255715326

"o 9

10.000

1.000 0

&:>#

A C#

50

100

150

200

250

loe= K= &o%&c=

0.4342!4481 %0.0338

 B

Tie"po ,ora! 0.000 0.067 0.100 0.167 0.333 0.500 0.667 0.833 1.000

 

=  

0

ASTE ECACI

la".in0),ora!B

c"),r

7.000

0 5.757 3.838 3.!61 3.362 1.68! 1.888 1.356 1.474 conertir mm

6.000 5.000

&'x* = 1.667028418x  1.70260!!305 / = 0.8158468285

4.000 3.000 2.000 1.000 0.000 0.000

0.500

1.667 1.7026 cm()r 3.36!6 cm.

> $/ A@< =

&=1.7026'3.36!6D(D*

1.000

1.500

CO2

A @#>"# K#IA9#V "inear 'A @#>"# K#IA9#V* "inear 'A @#>"# K#IA9#V*

N

  9A9I# > # rit)mic 'A 9I# > C#/#*

N DE REENAMPT

A 9A9I# > $/%A@<

2.000

2.500

3.000

a -ase ma+or -ase menor altura tiemo

3.37 2.1! 1.5 146.6

A/A 1= A/A 2= A
3.35 2.15 1.46 148.4

4.17 m2 4.015 m2 4.0!25 m2 0.6!458587!2 m3(s

distancia rio 'm* cocentracion sal 'r(lit*= caudal esecifco? =

145.8

147.3 25 0.16!72166

correccion :

0.5!03!8

0.8

1.2

1.8

151.72

147.03

158.16

3084 r(lit !.! r(lit

9 inicial 9o=

152.30333333 r(lit :=

148.4

romedio= distancia= Velocidad=

1.74 lit(s

9 de la solucion madre 91=

9 de la muestra una eE diluida 92=

-

0.03582186 m3(s