1

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Seccion DivergenteSeccion Convergente

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Ha

Hb

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= (/ 1$5 2= G $/G 5 2$= G G 0$G // 0$1G / /$E = /

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( B0C( 8 ( 8 8

: $

CmHQ na = B1C 8 ' H(> (

: D"HJ/$04

94.87056.0

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+=

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HaC

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= B2C

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< 6 6 %

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15

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B C$ 6 # ' : & : (

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8 D

Qmin Qmax(m) (Pie)

Posibilidad m St pnW (M3/s)

(( ' : (

> > (8

D

W Ha Hb

0.762 0.77 0.52 0.914 0.68 0.47

& 3 (> 6 ? = $ @

N 0(

D

bHYX =1

mX 33.047.080.01 ==

n

aHmQ *= ab HStH *=

17

HaQ

FB

N

M

1/4

p

Hb

X1

G

X

Y

E1E2E3

"' (

D

pYY ArribaAguas +=_

.02.122.080.0_ mY ArribaAguas =+= D

ArribaaguaYHLibreBorde __ =

mLibreBorde 28.002.130.1_ == D

W Ha Hb X1 YAGUAS ARRIBA BLNuevo

0.762 0.77 0.52 0.28 1.07 0.23 0.914 0.68 0.47 0.33 1.02 0.28

" ' $0D $1D 2D $

18

oTopograficDatoE _1 = 0J0//$//

112 XEE +=

33.10033.000.1002 =+=E

)3 (2 aHYEE =

21.100)3 68.080.0(33.100 ==E

D

W E1 E2 E3

0.762 100.00 100.28 100.25 0.914 100.00 100.33 100.21

6 8 (# : H J /$E G 1( 8 ' : 0$0G 0 2K( 8 ' : & $ & "# HJ/$< 05 $ # 1 @

n

am

QH /1)(= ( ( > ( $

Q (m3/s) h (m) 0.05 0.089 0.10 0.139 0.15 0.180 0.20 0.217 0.25 0.250 0.30 0.281

19

0.35 0.311 0.40 0.338 0.45 0.365 0.50 0.390 0.55 0.415 0.60 0.439 0.65 0.462 0.70 0.484 0.75 0.506 0.80 0.528 0.85 0.549 0.90 0.569 0.95 0.589 1.00 0.609 1.05 0.628 1.10 0.647 1.15 0.666 1.20 0.684

Curva Ha Vs Caudal

0.00

0.20

0.40

0.60

0.80

0.00 0.50 1.00 1.50Caudal (m3/s)

Altu

ra H

a (m

)

Serie1

20

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$

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# 9 ?@(

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22

: ( 7 # : $# :

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23