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  Ancho del rio (B) =48 1) Datos para construir la sección viva (sección de agua) Tirante, calado o profundidad de agua h, en m =0.500.70 0.01B0.05B0.48!.40 Ancho de r o B =48 m #$pacio entre cada %er&cal ' = B8.00 m 2) Información para la construcción de los diagramas de velo N°de Vercal (eje de medición con el c 1 Tirante de agua en cada %er&cal, h (*ara cada %er&cal, determinar +h+$o' elocidade$ del agua medida$ con el correntmetro, m$/0.10.4000.5000.8000.50.100.15 T!  personal N° de #rdenlumnonc$o del r%o &'& 1  Ancajima Zeña Ever Gu 0 ! Díaz Saavedra Kelvy   García -Urrutia Ruiz Luc 4! 4 Espíritu ulnes !a s 48 5 Espej# Ur$ina %#seline 54  L&pez Dami'n Alvar# (v 0 7 !artínez S'enz Kevin 7! 8 2il 3nche 2anuel  6 !ill#nes )umpa David ) 6 10 R#jas +$litas Edu %art,u 45 11 el's.uez (nci# %avier  51i$tancia de$de ri%era 9:;#<A, en porcin decimal, l =i$tancia de$de ri%era 9:;#<A, en porcin decimal, l =h 1 =    *   u   n   t   o   $    d   e   m   e    d   i   c   i    ,   n   e   n   e    l   p    l   a   n   o   %   e   r   &   c   a    l  $  = 0.1 m de$de e$peo  0.!  = 0.! h 0.  =0. h 0.8 =0.8 h f   = 0.1 m de$de el fond  0.801.001.01.!01.501.01.551.40 0.1B0.15B0.!5B0.B0.5B0.5B0.7B0.75B4.807.!01!.0014.40!4.001.!0.0.00  cidad en cada vercal de medición 2*  re la 'a$e de la $eccin %i%a con$truida $eg-n punto 1) 0.10.450.10.70.10.500.1 0.4000.8500.6500.800 0.5501.0001.1001.050 0.8500.7000.8500.700 0.00.100.!00.100.!70.100.!0.10 0.1h ! =h  =h 4 =h 5 =  1.000.700.500.0 0.8B0.6B0.65B0.68B8.404.!045.047.04  Nom+re , pellido- 2a>$ #$piritu Bulne$ 48 i$tancia entre %er&cale$ 8 ( sc. !eal)( sc. /lano) 0.0.00 0.48 0.480.804.00 !.40 1.6!1.!0.00 4.80 !.401.0.50 7.!0 !.401.407.00 1!.00 4.801.08.00 14.40 !.401.806.00 !4.00 6.01.606.50 1.!0 7.!01.806.00 .0 !.401.708.50 .00 !.401.407.00 8.40 !.401.!0.00 4.!0 4.800.604.50 45.0 !.400.50!.50 47.04 1.440.000.00480.648.001!*unto ?@01  h1 =1.05*unto ?@0!  h! = V 0#IDD 00D (m3s) 0.10.50.400.10.5 Ancho del rio (B) TI!NT 4 0D# # 5/ 6# D 0 7 (m)DI5T. 8#!I9. D 5D !IV ! (m)DI: ! NI D DI5TNI5 (m)( sc. !eal ; sc. /lano)( sc. !eal ; sc. /lano) N°de Vercal (/rincipal) DI5TNI V !TI0 ! 0 (m)DI5TNI V !TI0 N /0N# (m)DI5TNI V !TI0 ! 0 (m)DI5TNI V !TI0 N /0N# (m)  $  = 0.1 m
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