Caudal de Rio-rene

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  Caudal Rio Rene
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  EXAMEN FINAL DE INGENIERIA SANITARIA ALUMNO:RENE MARTINEZ GALLARDODOCENTE:Ing.LUIS CALCULO DE CAUDAL DEL RIO MOCHE (SECTOR QUIRIHUAC) SECCIONES DE RIO DSITANCIA:15 m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 mNIVEL DE ESPEJO DE RIO A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 0.73 m0.88 m0.0 m0.85 m0.3 m0.8 m0.! m0.8 m0.75 m0.8! m ORMULAS APLICADAS PARA HALLAR LAS AREAS EN CADA TRAMO DEL RIOA#$% &$ 'n (#)%ng'*+A#$% &$ 'n (#%,$-)+ &+n&$::%/$H:P#+'n&)G:%/$ m$:%/$ m%2AREAS CALCULADAS APLICANDO NUESTROS DATOS A1 = 0.37 m...4(#)%ng'*+ A2= 0.81 m...4(#%,$-)+ A3= 0.8 m...4(#%,$-)+ A4= 0.88 m...4(#%,$-)+ A5= 0.8 m...4(#%,$-)+ A6= 0.1 m...4(#%,$-)+ A7= 0.3 m...4(#%,$-)+ A8= 0.7 m...4(#%,$-)+ A9= 0.87 m...4(#%,$-)+ A10= 0.81 m...4(#%,$-)+ A11= 0.85 m...4(#%,$-)+ A12= 0.87 m...4(#%,$-)+ A13= 0.8! m...4(#%,$-)+ A14= 0.80 m...4(#%,$-)+ A15= 0.38 m...4(#)%ng'*+   A 6 /2 = (+´)/2  AREA TOTAL DE SECCION DEL RIOAREA TOTAL61.05 mVELOCIDAD PROMEDIO EPERIMENTALT+m%m+/ -+m+ #$$#$n-)% &$* $$ &$ -+#&$* 'n% &)/(%n-)% 2 -+n *% %2'&% &$* -#+n+m$(#+ &$($# % -+n9n'%-)+n <%**%# *% =$*+-)&%&.CALCULO DE TIEMPO PROMEDIO T1 TT3 1/3 de botella 2/3 de botella 3>3 &$ +($**%<m)n/$g<m)n/$g<m)n/$g0113.?3005?.37005.50131.5500?7.5005.070131.0?0053.500?3.!3 0 1 25.34 0 0 51.80 0 0 49.43 ,#+m$&) <m)n/$gT.PROMEDIO601.1T.PROMEDIO6!/$g.CALCULO DE VELOCIDADDONDE:m>/$g.D:1?.!0 m4&)/(%n-)% (+m%&% $n -%m,+T:!/$g.49$m,+ ,#+m$&)+V60.? m>/$g. CALCULO DE CAUDAL DE RIO m3>/$g.DONDE:A:1.05 mV:0.? m>/$g.@#)+6.8? m3>/$g. ACTOR DE CORRECCION:0.75   =  A1AA3...................An .=(1+2+3)/=/Qrio=A!   COSTA SANCHEZ1 m1 m1 m1 m1 m A11 A12 A13 A14 A15 0.8? m0.8 m0.83 m0.7! m%& +# +#   )n%# $* 9$m,+ &$ #$-+##)&+ &$ *% +($**%;,%#% / &$ -%&% 9$m,+ @#)+6.13 m3>/$g.
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