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7/25/2019 INFORME 2 diferencias

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UNIVERSIDAD NACIONAL DEL ALTIPLANO

ACULTAD DE CIENCIAS AGRARIAS

ESCUELA PROFESIONAL DE INGENIERIA TOPOGRFICA Y AGRIMENSURA

PRACTICA ENCARGADO :

DIFERENCIAS DE LAS PRDIDAS DE CARGA

CURSO:

ABASTECIMIENTO DE AGUA Y ALCANTARILLADO

DOCENTE:

ING. EDWIN YANQUI

PRESENTADO POR:

ALMANZA QUIPE JOSE ANGEL

SEMESTRE: VII

PUNO-PER

2016

INDICE:Pag.


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I. DETERMINACIN DE LAS PRDIDAS DE CARGA..........................................3

1.1 I. PRDIDAS DE CARGA FRICCIONALES................................................3

II. DARCY-WEISBACH.............................................................................................3

2.1 Defii!i"......................................................................................................#2.2 F"$%&'( )ee$('............................................................................................#

2.3 L( *+$,i,( ,e !($)( *-$ $&)-i,(, /i,$0&'i!(...............................................

2.# F(!-$ ,e f$i!!i"..........................................................................................

2.#.1 P($( f'&- '(%i($e.........................................................................

2.#.2 P($( f'&- e $(i!i" 4 &$5&'e-..................................................

III. MANNING (Tuber! ""e#!$.................................................................................... %

3.1 COEFICIENTE DE MANNING......................................................................63.2 ANTECEDENTES.........................................................................................6

3.3 CONCEPTOS APLICADOS..........................................................................6

3.3.1 R&)-i,(, ,e '( &*e$fi!ie................................................................7

3.3.2 8e)e(!i".........................................................................................7

3.3.3 I$$e)&'($i,(, ,e' !(('.......................................................................7

3.3.# A'ie(%ie- ,e' !(('......................................................................7

3.3. Se,i%e(!i" 4 e$-i"...................................................................73.3.6 O5$&!!i".......................................................................................7

3.# DETERMINACI9N DEL COEFICIENTE DE RUGOSIDAD MANNING........:

I&. HA'EN-WILLIAMS............................................................................................))

#.1 8('-$e *($( e' !-efi!iee C......................................................................12

&. BIBLI*GRAFIA...................................................................................................)3

I. DETERMINACIN DE LAS PRDIDAS DE CARGA

2


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III.1 COEFICIENTE DE MANNING

III.! ANTECEDENTES

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