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DATOS BASICOS: DATOS BÁSICOS FECHA:  JULIO 2014 LOCALIDAD CHICLAYO PROVINCIA  JOSE LEONARDO ORTIZ DENSIDAD 6 HAB/HA  TASA DE CREC. 1.32 CALCULO DE CAUDALES: CAUDAL PROMEDIO - CAUDAL PROMEDIO INICIAL Qp inicial = - CAUDAL PROMEDIO FINAL Qp final = CAUDAL MAXIMO HORARIO DE CONTRIBUCION - CAUDAL MAX. HORARIO CONTRIB. INICIAL Qmhc !al incicial = - CAUDAL MAX. HORARIO CONTRIB. FINAL Qmhc !al final = AREA - A"#a TOTAL INICIAL A!al inicial = - A"#a TOTAL FINAL A!al final = CAUDAL UNITARIO - CAUDAL UNITARIO INICIAL $% incicial = - CAUDAL UNITARIO FINAL $% final =

Calculo Hidraulico - Alcantarillado...1.40

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LOCALIDAD CHICLAYO
- CAUDAL MAX. HORARIO CONTRIB. INICIAL Qmhc !al incicial =
- CAUDAL MAX. HORARIO CONTRIB. FINAL Qmhc !al final =
AREA
CAUDAL UNITARIO
CAUDALES INICIALES CAUDALES FINA
BZ N° i BZ N° j LONG. TRAMO Q!"#$i%&. Q#$'(! Q#!#') Q!"#$i%&. Q#$'(!
B2 N3 & B2 N3 ' 4&.4 . . . . .
B2 N3 ' B2 N3 5 (&.4 . . .& . .&
B2 N3 B2 N3 ' &&.4 .& .5,04 .4,0 .& .5,0
B2 N3 & B2 N3 5 &&.4 .4,0 .',' .05 .4,0 .',5
B2 N3 5 B2 N3 4 &1&.4 .05 .'15 &.', .05 .'1
B2 N3 && B2 N3 4 &&.4 &.', .'01' &.5& &.', .'01
B2 N3 4 B2 N3 1 &&.4 &.5& .&44 &.441 &.5& .&44
B2 N3 &' B2 N3 1 &&.4 &.441 .'5,0 &.,(& &.441 .'50
B2 N3 1 B2 N3 , 4&.4 &.,(& .11 &.,(0 &.,(& .,
B2 N3 &5 B2 N3 , &&.4 &.,(0 .'5,0 &.'4 &.,(0 .'50
B2 N3 , B2 N3 0 &&.4 &.'4 .&44 '.,( &.'4 .&44
B2 N3 0 B2 N3 &4 &&.4 '.,( .&44 '.'&' '.,( .&44
B2 N3 ( B2 N3 4&.4 '.'&' .'(', '.44 '.'&' .'(5
B2 N3 B2 N3 & (&.4 '.44 .'', '.,0 '.44 .'5
B2 N3 & B2 N3 && &1&.4 '.,0 .,'' 5.5' '.,0 .,'5
B2 N3 && B2 N3 &' &&.4 5.5' .'5( 5.,&5 5.5' .'4
B2 N3 &' B2 N3 ', '45.4 5.,&5 .,054 4.'(0 5.,&5 .,05
B2 N3 B2 N3 &1 &'&.4 4.'(0 .&015 4.4,' 4.'(0 .&01
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B2 N3 & B2 N3 &, &&.4 (.',5 .5&'( (.10, (.',5 .5&5
B2 N3 &, B2 N3 &0 &1&.4 (.10, .4('5 .1 (.10, .4('
B2 N3 && B2 N3 &0 &'&.4 .1 .4,,& .1'1 .1 .4,,
B2 N3 & B2 N3 &0 &(,.4 .1'1 .051' &.', .1'1 .051
B2 N3 &0 B2 N3 ', &1(.4 &.', .1505 &.00 &.', .150
B2 N3 '&   B2 N3 '4 ''.4 &.00 .05( &&.150 &.00 .04
B2 N3 '4   B2 N3 '1 44.4 &&.150 .&&1' &&.,1' &&.150 .&&1
B2 N3 ',   B2 N3 '1 '4&.4 &&.,1' .,,,( &'.5& &&.,1' .,,0
B2 N3 '1   B2 N3 '( 4&.4 &'.5& .'1,& &'.101 &'.5& .'1,
B2 N3 '0   B2 N3 '( '4&.4 &'.101 .0(& &5.510 &'.101 .0('
B2 N3 '(   B2 N3 5 &&.4 &5.510 .&101 &5.1&1 &5.510 .&10
B2 N3 &'   B2 N3 &5 4&.4 &5.1&1 .',1 &5.14& &5.1&1 .'0
B2 N3 &5   B2 N3 '0 '45.4 &5.14& .0(0, &4.5' &5.14& .0((
B2 N3 ',   B2 N3 '0 4&.4 &4.5' .'5 &4.51( &4.5' .'
B2 N3 '0   B2 N3 ' &&.4 &4.51( .5&,& &4.,04 &4.51( .5&,
B2 N3 &5   B2 N3 &4 &&.4 &4.,04 .'(& &4.0' &4.,04 .'(
B2 N3 &4   B2 N3 ' '45.4 &4.0' .1'(5 &1.1& &4.0' .1'(
B2 N3 ' B2 N3 5 '4&.4 &1.1& .1'5& &,.'4 &.00 .1'5
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Tapa Tapa F!n7! F!n7!
Inic Final Incial Final Incial Final Inic.<m Inic.<m Fin.<m Fin.<m mm mm l
& ' 4&.4 . . . &.1 &.1 &&.5, &&., &.&, .(, '.( .411 !$$#!   ' &.' ''
' 5 (&.4 .& .& .& &.1 &.1 &&., &&.5& .(, .4, '.'05 .411 !$$#!   ' &.' &
' &&.4 .4,0 .4,0 .4,0 &.1 &.1 &&.&& &&., &., .(, &.&(5 .411 !$$#!   ' &.' &4
& 5 &&.4 .05 .05 .05 &.1 &.1 &&.&& &&.5& .& .4, &.('4 .411 !$$#!   ' &.' &0
5 4 &1&.4 &.', &.', &.', &.1 &.1 &&.5& &.(& .4, .&& &.&'5 .411 !$$#!   ' &.' &5
&& 4 &&.4 &.5& &.5& &.5& &.1 &.1 &.4& &.(& (.,& .&& &.,00 .411 !$$#!   ' &.' &,
4 1 &&.4 &.441 &.441 &.441 &.1 &.1 &.(& .0& .&& (.4& &.'(' .411 !$$#!   ' &.' &4
&' 1 &&.4 &.,(& &.,(& &.,(& &.,(& &.,(& .4, .0& (.,, (.4& &.'(' . !$$#!   ' &.' &4
1 , 4&.4 &.,(0 &.,(0 &.,(0 &.,(0 &.,(0 .0& (.5& (.4& 0.&& '.( .45 !$$#!   ' &.' ''
&5 , &&.4 &.'4 &.'4 &.'4 &.'4 &.'4 (., (.5& 0.1, 0.&& &.&(5 .44 !$$#!   ' &.' &4
, 0 &&.4 '.,( '.,( '.,( '.,( '.,( (.5& ,., 0.&& 1.0, &.&(5 .5& !$$#!   ' &.' &4
0 &4 &&.4 '.'&' '.'&' '.'&' '.'&' '.'&' ,., 0.0, 1.0,   1.5&   '.4&, .50 !$$#!   ' &.' '
( 4&.4 '.44 '.44 '.44 '.44 '.44 &&.,& &&.4& &.4&   &.'&   '.( .51( !$$#!   ' &.' ''
& (&.4 '.,0 '.,0 '.,0 '.,0 '.,0 &&.4& &&.&& &.'&   .&&   '.410 .541 !$$#!   ' &.' '
& && &1&.4 5.5' 5.5' 5.5' 5.5' 5 .5' &&.&& &.4& .&&   (.,&   &.&( .5&5 !$$#!   ' &.' &4
&& &' &&.4 5.,&5 5.,&5 5.,&5 5.,&5 5.,&5 &.4& .4, (.,&   0.,   &.40 .5& !$$#!   ' &.' &1
&' ', '45 4 4 '(0 4 '(0 4 '(0 4 '(0 4 '(0 4, ( , 0 , 1 '& & &0& '00 # ' & ' &4
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Ca%7al Calc%la7! Q<lp)
Ca%7al 7# 7i)#! Q<lp) S!(i" 57
C!"/ii" SS!(i"
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HIDRAULICOS PROPORCIONALES
Pa"a ;al!"#) 7# f$ = .& c!n)i7#"a" f; = .'
f$ = QR * QP f7 = 7 * D f; = 9R * 9P f$ = QR * QP f7 = 7 * D f; = 9R * 9P
.& .4 .' .1& .1& &.&
.' .( .5 .1' .1& &.&
., .&, .4( .1, .14 &.4
.( .&( .11 .1( .11 &.1
. .' .1, .1 .1, &.1
.&5 .'1 .,4 .,5 .1( &.0 .&4 .', .,, .,4 .1( &.0
.&1 .'0 .,( .,1 .1 &.(
.'5 .54 .0( .05 .,5 &.&
.'4 .51 .( .04 .,4 &.&&
.'1 .51 .( .01 .,4 &.&&
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B3i B39 <Q ><= /<D
  .& .' .5 .4 .1 ., .0 .( . .& .&' .&4 .&, .&( .' .'' .'4 .', .'( .5 .5' .54 .5, .5(
RELACION DE =ELOCIDAD 5> < =7
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& ' .,0' .100 .&00 .1(
' 5 .01 .1' .&(, .1
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0 &4 .&(, .,40 .'' .,1
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&( ' .51' .((5 .5(5 .((
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B3i B39 <Q ><= /<D
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RELACION DE =ELOCIDAD 5> < =7
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& '& .'(( .(0 .50 .((
'& ' .4& ., .41
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RELACION DE =ELOCIDAD 5> < =7
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RELACION DE =ELOCIDAD 5> < =7
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B3i B39 <Q ><= /<D
  .& .' .5 .4 .1 ., .0 .( . .& .&' .&4 .&, .&( .' .'' .'4 .', .'( .5 .5' .54 .5, .5(
RELACION DE =ELOCIDAD 5> < =7
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RELACION DE =ELOCIDAD 5> < =7
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.4 .4' .44 .4, .4( .1 .1( .,0 .0, .(1 .& &. &.1 &.( &.0 &.5     .& .' .5 .4 .1 ., .0 .( . .& .&' .&4 .&, .&( .'
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RELACIONES DE LOS ELEMENTOS HIDRAULICOS <#+Jn [email protected]"m%la 7# MANNIN:
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RELACION DE PROFUNDIDAD 5/ < D7
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RELACION DE =ELOCIDAD 5> < =7
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