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( B0C( 8 ( 8
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( ) .436.066.0*66.0 mhb ==
# J /$5 2G $
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;
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- . /1 8 D
Qmin Qmax
(m) (Pie)
Posibilidad m St pn
W
(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
E1
E2
E3
" ' ( 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 ( # :
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' : & $
& " # H J /$< 05 $
# 1 @
n
a
m
Q
H /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 1.50
Caudal (m3/s)
AlturaHa(m)
Serie1

20
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