ESTUDIO DISEÑO HIDRAULICO DEFENSA RIBEREÑA.docx

48 MUNICIPALIDAD DISTRITAL DE MACARI FONIPREL

PIP: "INSTALACION DE LOS SERVICIOS DE PROTECCION EN LA ZONA RIBEREÑA MARGEN IZQUIERDA Y DERECHA DERECHA DEL RIO JAYLLAHU JAYLLAHUA A PARA PARA LA COMUNIDAD COMUNIDAD DE SELQUE, DISTRITO DE MACARI PROVINCIA DE AYAVIRI AYAVIRI - REGION PUNO"

ESTUDIO HIDROLOGÍA E HIDRÁULICA


PROYECTO: PIP: “INSTALACION DE LOS SERVICIOS DE PROTECCION EN LA ZONA RIBEREÑA MARGEN IZQUIERDA Y DERECHA DEL RIO JAYLLAHUA PARA LA COMUNIDAD DE SELQUE, DISTRITO DE MACARI PROVINCIA DE AYAVIRI - REGION PUNO”

ESTUDIO DISEÑO HIDRAULICO TABLA DE CONTE CONTENIDO NIDO 1. DETERMIN DETERMINACIN ACIN DE LOS LOS NIVELE NIVELES S DE INUNDACI INUNDACIN........ N................. ...............................! ......................! MODE MODELA LACI CIÓN ÓN HIDR HIDRÁU ÁULI LICA CA CON CON HEC HEC-R -RAS AS 4 1.1 1."

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PERF PERFIL IL HID HIDRÁULI ÁULICO CO DEL DEL RIO RIO JAYLLA YLLAHU HUA A

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161 DATOS DATOS DE INGRESO INGRESO PARA LA SIMULACIÓN SIMULACIÓN EN HEC-RAS HEC-RAS     6 6 16! SECCIONES SECCIONES TRANSVER TRANSVERSALES SALES - RIO JAYLLAHUA JAYLLAHUA        " " ". ZONAS ZONAS DE DE INUND INUNDACI ACIN...... N............... ................. ................. ................. ................. ................. ................. ....................1& ...........1& ESCENARIOS ESCENARIOS DE DE RIESGO RIESGO POR INUNDA INUNDACIÓN CIÓN 1# ".1

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ÁREAS DE INUNDACIÓN

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!!1 ZONAS DE INUNDACIÓN INUNDACIÓN PARA TR$5 A%OS A%OS        1# 1# !!! ZONAS DE INUNDACIÓN INUNDACIÓN PARA TR$1# A%OS A%OS        11 11 !!& ZONAS DE INUNDACIÓN INUNDACIÓN PARA TR$!5 A%OS A%OS        11 11 !!4 ZONAS DE INUNDACIÓN INUNDACIÓN PARA TR$5# A%OS A%OS        1! 1! !!5 ZONAS DE INUNDACIÓN INUNDACIÓN PARA TR$1## A%OS A%OS       1! 1! !!6 ZONAS DE INUNDACIÓN INUNDACIÓN PARA TR$!## A%OS A%OS       1& 1& MATR MATRIZ IZ DE DA%O DA%OS S EV EVALUA ALUADO DOS S EN EN ZON ZONAS AS AGRI AGRICO COLAS LAS 1& ".#

#. DIAGNOSTI DIAGNOSTICO CO SITUA SITUACION CIONAL..... AL............. ................. ................. ................. ................. ................. ................. ...............1! .......1! LAS LAS INUN INUND DACIO ACIONE NES S 14 #.1 &11 &11 LAS DEFENSAS DEFENSAS RIBERE% RIBERE%A A EN EL RIO JAYLLA JAYLLAHUA HUA              1 14 4 !. OBRAS OBRAS DE PROTECCI PROTECCIN N Y ENCAUZA ENCAUZAMIENT MIENTO....... O............................. ........................................1% ..................1% CALC CALCUL ULO O HID HIDR RAULI AULICO CO Y EST ESTRU RUCT CTUR URAL AL DI'U DI'UES ES 1" !.1 411 41!

ANCHO ESTABLE ESTABLE                  1" 1" DETERMINAC DETERMINACIÓN IÓN DE LA ALTUR ALTURA A            18 18 41!1 41!1 EL M(TODO DEL PASO PASO DIRECTO DIRECTO         1 1) )

41& 414 415 416

DETERMINAC DETERMINACIÓN IÓN DEL ANCHO DE CORONA CORONA        !& !& ESTUDIO ESTUDIO DE DE LA CIMENTACIÓN CIMENTACIÓN               !& !& DETERMINAC DETERMINACIÓN IÓN DE LOS TALUDES ALUDES LATER LATERALES* ALES* ANÁLISIS ANÁLISIS DE ESTABILID ESTABILIDAD AD !& !& REVESTIMIEN REVESTIMIENTOS TOS DE PROTECCIÓN PROTECCIÓN              !4 !4




PROYECTO: PIP: “INSTALACION DE LOS SERVICIOS DE PROTECCION EN LA ZONA RIBEREÑA MARGEN IZQUIERDA Y DERECHA DEL RIO JAYLLAHUA PARA LA COMUNIDAD DE SELQUE, DISTRITO DE MACARI PROVINCIA DE AYAVIRI - REGION PUNO”

ESTUDIO DISEÑO HIDRAULICO TABLA DE CONTE CONTENIDO NIDO 1. DETERMIN DETERMINACIN ACIN DE LOS LOS NIVELE NIVELES S DE INUNDACI INUNDACIN........ N................. ...............................! ......................! MODE MODELA LACI CIÓN ÓN HIDR HIDRÁU ÁULI LICA CA CON CON HEC HEC-R -RAS AS 4 1.1 1."

ECUACIONE ECUACIONES S UTILIZADA UTILIZADAS S EN LOS LOS CÁLCULO CÁLCULOS S DE PERFILES PERFILES 4

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CRIT CRITER ERIO IOS S PARA ARA LA LA MODE MODELA LACI CIÓN ÓN HIDR HIDRÁU ÁULI LICA CA CON CON HEC HEC-R -RAS AS

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ANCHO ESTABLE ESTABLE                  1" 1" DETERMINAC DETERMINACIÓN IÓN DE LA ALTUR ALTURA A            18 18 41!1 41!1 EL M(TODO DEL PASO PASO DIRECTO DIRECTO         1 1) )

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41" PROTECCIÓN PROTECCIÓN AL PIE DEL TALUD ALUD           !4 !4 SECCIONES TI TIPICAS ADO ADOPTADA ADAS PAR PARA A EL EL PRO PROY YECTO !6 !."

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5&1 M(TODO M(TODO DE MEYER-PETE MEYER-PETER R Y MULLER MULLER          &8 &8 5&! GRANULO GRANULOMETR9A METR9A DEL MATERIAL MATERIAL DE LECHO DEL CAUCE CAUCE      4# 4# 5&& RESULT RESULTADOS DE ESTIMACIÓN ESTIMACIÓN DE TRANS TRANSPOR PORTE TE DE SÓLIDOS SÓLIDOS DE FONDO FONDO 41 41 T.,27+ + 2/072 +, 2:2+,20, 2:2+,20, 4& $.! T.,27+

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DETERM DETERMINA INACIÓ CIÓN N DE DE LOS LOS NIVELES NIVELES DE INUND INUNDACI ACIÓN ÓN L. M7+/.30, H0;:/03. <0+,+ . 2+ +/ +2.7//7 +/ 37=7.=0+,7 +/ +>/ ?0;:/037 7 3:<.2 + +=.,27 + :, @7 .. :, 3.:./ + 02+7 ++=0,.7* 3:. >,./0. +2 7+,+ /.2 37.2 + /. 2:+>30+ +/ .:. +, +/ @7 E2+ .;=+7 2+ :0/0. +, +/ 02+7 + ++,2.2 0++.2 3;/3:/7 + 377,. +/ 0:+* 02+7 + 7+330, + /72 +./+,+2 + :,. 3.++.  +>,0 ,0<+/+2 + +,+. + /72 +,+2 ./ @7* +3

1.1

MODELACIÓN HIDRÁULICA CON HEC-RAS E/ HEC-RAS H7/703 E,0,++0, C+,+  R0<+ A,./202 S2+= +2 :, 27.+ +2.7// +2.7//.7 .7 7 /. US A= C72 7 E,0,++2 E,0,++2 C+,7 + I,+,0+@. I,+,0+@. H07/03. H07/03. +/ C:+7 + I,+,0+72 + /. A=.. + /72 EEUU* :+ +=0+ +./0. 3;/3:/72 ?0;:/0372 +, K:7 +=.,+,+  ,7 +=.,+,+ + @72  3.,./+2 .0>30./+2* .,;/0202 + .,27+ + 2+0=+,72  + 3./0. + .:. F.30/0. +/ 3;/3:/7 + /72 +>/+2 +/ .:.  + /72 .;=+72 ?0;:/0372 +/ 3.:3+ A20=02=7 +=0+ +2.7//. +/ 3;/3:/7 + /72 ,0<+/+2 + /. 2:+>30+ +/ .:. + :, K:7 .:./=+,+ <.0.7 IMPORTANCIA L. =7+/.30, ?0;:/03. +./0.. 37, HEC-RAS* +=0+ -

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P++30 /.2 ;+.2 + 0,:,.30, +, :, @7 7 202+=. + @72* .. 0++,+2 +0772 + +7,7 +7,7 D++=0,. /.2 <.0./+2 .. +/ 02+7 + +2:3:.2 ?0;:/03.2 +, /72 @72* 37=7 P:+,+2* D++,2.2 R0++.2* +3 D+/0=0. /.2 ..2 =.0,./+2 + /72 @72* +/ +,3.:.=0+,7

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1.#

SUBDIVISIÓN DE SECCIONES TRANSVERSALES P.. /. ++=0,.30, +/ .,27+ 7./  +/ 37+>30+,+ + <+/730. +, :,. 2+330, .,2<+2./* 2+ +:0++ :+ +/ K:7 2+. 2:0<007 +, :,0.+2* .. /7 3:./ /. <+/730. +2; :,07=+=+,+ 020:0. L. .70=.30, :0/0.. +, HEC-RAS +2 2:0<00 +/ K:7 + /.2 ;+.2 + /.2 =;+,+2* :2.,7 /72 :,72 + 37+ + /72 <./7+2 + , + /.2 2+3307,+2 .,2<+2./+2 0,+2..2 :,72 +, 7,+ /72 <./7+2 + , 3.=0.,* 37=7 .2+ .. /. 2:0<020, S+ 3./3:/. . .0 + /. E3:.30, + M.,,0, .2.. +, :,0.+2 0,/+2.2

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E/ =7+/.=0+,7 + /72 +>/+2 + /. 2:+>30+ + .:. +, F/:7 P+=.,+,+* +2; +20,.7 . 3./3:/. +/ +>/ + /. 2:+>30+ + .:. +, K:7 :,07=+=+,+ <.0.7 E/ 202+=. :++ 277. :, @7 Q,037* :, 202+=. +,@037 7 :,. + 37=/+. + 3.,./+2 E/ 37=7,+,+ + F/:7 P+=.,+,+ +2; 3..30.7 .. +./0. =7+/.=0+,72 + +>/+2 + 2:+>30+ + .:.* .. +@=+,+2 + K:7 2:-3@037* 2:+3@037  =07 E/ 73+0=0+,7 + 3;/3:/72 ;20372* +2; .2.7 +, /. 27/:30, + /. +3:.30, + +,+@. L.2 0.2 + +,+@. 27, +<./:..2 7 0330,  37,.330, +.,20, L. +3:.30, + M7=+,:= +2 :0/0.. +, 20:.307,+2 7,+ +/ +>/ + /. 2:+>30+ + .:. +2 ;0.=+,+ <.0..

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CRITERIOS PARA LA MODELACIÓN HIDRÁULICA CON HEC-RAS P.. /. 3+.30, +/ =7+/7 ?0;:/037* 2+ 20:0+7, /72 20:0+,+2 .272 0,30./+2

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C+.30, + :, /.,* 2+/+3307,.,7 /. +7=+@.  .72 ?0;:/0372

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R+./0.30, + 3;/3:/72 ?0;:/0372 E+3:30, +/ 7.=.

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E2 0=7.,+ +2./. /. +2+,30. 27+ +/ 3.:3+ + :+,+2 <+?03:/.+2* :+,+2 +.7,./+2* ++,2.2 0++.2  3..307,+2* /.2 :+ 0,K:+, +, +/ 37=7.=0+,7 + /72 ,0<+/+2 ?0;:/0372 +/ 0* /7 .+3:.7 .. /72 772 +2:072 + +0,<+20, 2+; +/ /+<.,.=0+,7 + :,. .,. . /7 /.7 +/ @7 7 1## = + .,3?7  ./03. +/ HEC-RAS E, +/ +2+,+ 2+ ./03 +/ =77-2+330,-+,0+,+* 20+,7 /72 +2:/.72 .3+./+2 7 +/ <./0727 .7+ + /72 +,+>30.072 +, 2: 37,730=0+,7 +/ 37=7.=0+,7 +/ @7 37=7 +2:/.7 2+ 7:<7 +/ /.,7 + 0,:,.307,+2 .. 0++,+2 +0772 + +7,7 3:. :0/0. .03. +, /. 2+370.30, + .72 . /. 0,.+2:3:. + 2+<03072  7/.307,+2 7 ,0<+/ + 3+30.2  7 +0772 + +3:+,30. .2730.72 ./ 0+27 7 +<+,72 ,.:./+2 !

".1

ZONAS DE INUNDACIÓN ESCENARIOS DE RIESGO POR INUNDACIÓN




L. <:/,+.0/0. :++ 2+ .,./0.. +2+ 020,72 +,7:+2 2730./+2* .=0+,./+2* +37,=0372* 7/@0372  .=0, . 020,72 :72 <:/,+./+2 3/.20>3.72 7 /. +.* ,0<+/ + +:3.30,* 0,7=.30,* 7.,0.30, L.2 ;+.2 .=,0>3..2 :+7, 3/.20>3..2 + .3:+7 ./ =.. + 0,:,.307,+2 +07 . :+ +, +2+ =.. 2+ 0+,+, 0+,0>3..2 /.2 7,.2 ./+..2 ./ 3.:3+ E, /72 20:0+,+2 +23+,.072 + 0,:,.30, .. 0++,+2 +0772 + +7,7 2+ 72+<. :+ . ,7 +2 37,20+.7 +/ ;+. +/ 3.:3+* 20,7 Q,03.=+,+ 2+ 37,20+., /.2 ;+.2 + 0,:,.30, :+. +/ 3.:3+ .+ ++,. + /72 .,372 >.72

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2.2.1 ZONAS DE INUNDACIÓN PARA TR=5 AÑOS. L.2 7,.2 + 0,:,.30, 7:30.2 7 :,. 7=+,. 70,.0. T $ 5 .72 3:+, 1!4) H.2 + 3:/0<7 .@37/.* 0,:,.72 7 +/ @7 J.//.?:.

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2.2.2 ZONAS DE INUNDACIÓN PARA TR=10 AÑOS. L.2 7,.2 + 0,:,.30, 7:30.2 7 :,. 7=+,. 70,.0. T $ 1# .72 3:+, 1!)8 H.2 + 3:/0<7 .@37/.* 0,:,.72 7 +/ @7 J.//.?:.




F0:. 4# E23+,.07 + 0,:,.30, .. :, +077 + +7,7 + 1# .72

2.2. ZONAS DE INUNDACIÓN PARA TR=25 AÑOS. L.2 7,.2 + 0,:,.30, 7:30.2 7 :,. 7=+,. 70,.0. T $ !5 .72 3:+, 1&6# H.2 + 3:/0<7 .@37/.* 0,:,.72 7 +/ @7 J.//.?:.

F0:. 41 E23+,.07 + 0,:,.30, .. :, +077 + +7,7 + !5 .72

2.2.! ZONAS DE INUNDACIÓN PARA TR=50 AÑOS. L.2 7,.2 + 0,:,.30, 7:30.2 7 :,. 7=+,. 70,.0. T $ 5# .72 3:+, 1&88 H.2 + 3:/0<7 .@37/.* 0,:,.72 7 +/ @7 J.//.?:.




F0:. 4! E23+,.07 + 0,:,.30, .. :, +077 + +7,7 + 5# .72

2.2.5 ZONAS DE INUNDACIÓN PARA TR=100 AÑOS. L.2 7,.2 + 0,:,.30, 7:30.2 7 :,. 7=+,. 70,.0. T $ 1## .72 3:+, 14!& H.2 + 3:/0<7 .@37/.* 0,:,.72 7 +/ @7 J.//.?:.

F0:. 4& E23+,.07 + 0,:,.30, .. :, +077 + +7,7 + 1## .72

2.2.6 ZONAS DE INUNDACIÓN PARA TR=200 AÑOS. L.2 7,.2 + 0,:,.30, 7:30.2 7 :,. 7=+,. 70,.0. T $ !## .72 3:+, 144! H.2 + 3:/0<7 .@37/.* 0,:,.72 7 +/ @7 J.//.?:.




F0:. 44 E23+,.07 + 0,:,.30, .. :, +077 + +7,7 + 1## .72

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MATRIZ DE DA%OS EVALUADOS EN ZONAS AGRICOLAS E2 0=7.,+ +3./3. :+ /. 2:=.70. + /72 .72 +<0.72 2+ 37,<0++ +, /72 +,+>3072 +/ 7+37 .. 0++,+2 +0772 + +7,7* +/ =02=7 :+ 2+ +2+,. +, +/ @+= 37+27,0+,+ + +<./:.30, +/ 7+37 +, +/ :+ 2+ .... 37, /72 37272 +<0.72 7 +/ 37=7,+,+ + ++,2.2 0++.2

C:.7 &5 M.0 + .72 +, 7,.2 .@37/.2 + /.2 0++,+2 37=:,0.+2 .. +077 + +7,7 + !## .72

NOMBRE COMUNIDAD-SECTOR

&

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AREA INUNDABLE
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DIAGNOSTICO SITUACIONAL LAS INUNDACIONES L.2 0,:,.307,+2  /72 .72 .2730.72 . +//.2 0+,+, :, 0=.37 ++=0,.,+ +, +/ +2.7//7 + /.2 37=:,0.+2 3.=+20,.2 +/ 0207 + M.3.@

L.2 .+.2 <:/,+./+2 . /.2 0,:,.307,+2 27, + /. 37=:,0. 3.=+20,. :03.. +, .=.2 =;+,+2 +/ 07 J.//.?:.*  27, .+3..2 7 +2. .2+,.72 +, :,. 2:+>30+ 3.20 /.,.




.1.1 LAS DE"ENSAS RI#EREÑA EN EL RIO JAYLLAHUA. N7 +02+ ++,2. 0++. 70.=+,+ 37,2:0.* /7 :+ +02+ +, /. =.+, 0:0+. +, :, .=7 + .70=..=+,+ !## =* +2 =.+0./ .370.7 +/ 3.:3+ + 07  .3:=:/.7 37=7 +2+30+ + =:7 + +,3.:.=0+,7 :+ :+ ++3:.7 37=7 7. + +=++,30. 7 /. =.:0,.0. + /. M:,030./0.

F0 N 45- M.+0./ .3:=:/.7 +, =.+, + 07 J.//.?:. L.2 2:3+20<.2 .<+,0.2 +.70,.0.2 7:30.2* ?., 07 =70>3.,7 /. 0+330, +/ 07  /. :03.30, +/ 3.:3+ +, 7. 2: /7,0:*  7 ++37 + /. +720, /.+./ /.2 0+.2 ?., 207 273.<..2  2+ +,3:+,., 7+,272 . 2:0 0,:,.307,+2 /72 ++,72 ..3+,+2 P7 /7 :+ 2+ 37,3/:+ W L.2 ++,2.2 +, /. 7,. :./ 72++ +2+30./ 0=7.,30. .7 :+ 2+ .. + :,. 7,. .2+,.. + 7/.30, ?:=.,.* :+ 37,:3+, 3:/0<72 + ., //+<. ..* :0,:.* ?..2* 3+..* 3:/0<72 + 7.+2 .<+,. 7.+.* ././.  30.,. + .,0=./+2 7=20372 <.3:,72* 7<0,72* 3+72* .<+2 7,+ /.2 720/+2 0,:,.307,+2 7<73., ,7 27/7 .72 +37,=0372 37,20+./+2 20,7 .+=;2 7,+, +, +/07 /.2 <0.2 + ., .+ + /. 7/.30,* 7 /7 :+ /.2 ++,2.2 0++.2 ++, +,30=.2+  +7. .=0, /.2 3..2 + +<+20=0+,7 + /72 ./:+2




F0 N 46- C..3+@203.2 + =.+0./ + 07 .3:=:/.7 =.+, 0:0+. L.2 Q/0=.2 .<+,0.2 ++=.2 ,72 ?., +=72.7 :+ +/ 202+=. + 7+330, 37, 0+. .3:=:/.. +2 .30./* 7:+ :+7, +.2.72 7 /. .+ <:/,+./+ 3+.,7 :, 0,:,.307,+2 .,7 +, /. =.+, 0:0+.  ++3?.* 7:30+,7 .,+2 0.2 +37,=03.2* 0,030;,72+ /:+7 + 3.. +<+,7 .+.2 + +?.0/0.30,* :+ 20+=+ :+.7, 0,37,3/:2.2 E, /. 7,. +/ 7+37 . ++372 + 37,2+,2:. 37, /72 =7.7+2 +++,+ . /. 0+,0>3.30, + 7,.2 3@03.2 +/ 3.:3+ 0,30./  +/ /., + =.,+7 ?0;:/037 2+ ?. +2.7//.7 :, .//+ 0,7=.0<7 37, /72 ++2+,.,+2 + .:70.+2 37=:,./+2  .:70.+2 7/@03.2 //+.,7 . /72 20:0+,+2 37,3/:207,+2 WC7,2:330, +/ 0:+ 37, =.+0./ + 3.,+.  +,73.7 . :,. ./:. ++=0,.. 2+Q, +/ +2:07 ?07/037* +, .=.2 =;+,+2 +/ 07

4

OBRAS DE PROTECCIÓN Y ENCAUZAMIENTO A 37,0,:.30, 2+ +230+, 3..3+@203.2 + /.2 7.2 + 7+330,  +,3.:.=0+,7 7+3..2 +, 3.. :,. + /.2 +2:3:.2 + 3:3+ 0=7.,+2 C7=7 2+ 0,7= .,+07=+,+* . >, + 0,. 2+:0. . /. /..7=. 7 +./, + /. <@.  7++ /72 +2072 + /72 :+,+2* + =77 :+ ..,03+, /. .,20.0/0.  +/ .27 .+3:.7 +/ K:7 . .<2 + 2+* 2+ ?. +<027 /. 7+330, + ++,2.2 0++.2 07 +,73.7 :+ +=0., 37,7/. /72 73+272 +720<72 + /.2 .:.2 +/ @7* 700,.72 7 /. 73:+,30. + .<+,0.2 +.70,.0.2* :,.=+,./=+,+ .:.2 +.7 + .//.?:. +, /72 =;+,+2 +/ @7 =.3.0=.7 :+ +2 /. 7,. =;2 <:/,+./+




!.1

CALCULO HIDRAULICO Y ESTRUCTURAL DI'UES A 37,0,:.30, 2+ +2+,. /. =+77/7@. 2+:0. .. +/ 02+7 + D++,2.2 R0++.2* 37, 0:+2 + +,73.7 +, +/ @7 J.//.?:. S+Q, +/ +2:07 + H07/7@.* 2+ 0+,+, /72 20:0+,+2 .72 .. /. 20=:/.30, ?0;:/03. C.:./+2 =;0=72 0,2.,;,+72 + 02+7

P703+3 + R637/3 <)>3= 5# 1##

C)*+) M9?0@3 I/6)/69/3 J))*) <@#= 8)8# 111"#

R:720. .. +/ 3.:3+ 0,30./ ,$ ##&5*  3.:3+ 2+3:,.07 + ,$ ##46 E, .2+ . /. 0,7=.30, 77;>3.* 2+ ?., +,37,.7 /.2 +7=+@.2 + /.2 2+3307,+2 .,2<+2./+2 . /7 /.7 + 77 +/ 3.:3+ +/ 07 J.//.?:.* .7;,72+ +2.2 37.2 . >, + 02+. /. 37. + 377,. + /72 0:+2 P.. /7 3:./ 2+ ?., .2:=07 /72 <./7+2 7=.,7 +272 30+072

!.1.1 ANCHO ESTA#LE U,. + /.2 =:/.2 + .=/0. .3+.30, +, +/ P+Q +2 /. + M++ M++* 37, :+,72 +2:/.72* 7 /7 :+ 2+ :0/0.; /. +3:.30, 20=/0>3.. + .,27+ + 2/07 + 7,7 TSF +, <+ + /.2 +3:.307,+2 + 0=+, +, /.2 :+ ,7 2+ 0+,+ ++0+,30.2 + ./03.30,  +2:/.72

Q s

 Gg  3/2 τ τ =   − ( ) O C   γ w 

E/ .,3?7 =+07 + +:0/007 20 G $ # ,7 +02+ +/ TSF 7+,+=72 + /. +3:.30, .,+07 τ O

= τ C

E2 +30 +/ +2:+7 + 37+ ++ 2+ 0:./ ./ +2:+7 + 37+ 3@037 D+ .3:+7 . M..-A/<.+ +2+ +2:+7 + 37+ 3@037 ++ 2+ ++307 7 /. .@3:/. 37+27,0+,+ ./ 0;=+7 +!. E2 +30 84X + =.+0./ +, +27 +2 =;2 >,7 D+ 7,+ 2+ 0+,+, /.2 ++207,+2 3/ 2

 K  τ o =  s   γ w ⋅ Rh ⋅ S K  r   τ o

= 0.047( γ s − γ w ) 3 / 2 ⋅ d 84




+ 0:./ =77 37,20+.,7 :, 3.,./ + ., .,3?:. R? $   /. +/.30, 2$1* 2+ 70+,+ y

1  = 0.047 ⋅ ∆ ⋅ d 84     S 

7,+

 γ − γ  ∆ =  s w    γ w  D+ /. +3:.30, + M.,,0, K:7 :,07=+* +,+=72

 B ⋅ y 5 / 3 ⋅ S 1 / 2   ∆ =   n   R++=/..,7 <./7+2 7+,+=72 5/3

5/3  1  S    B = 163.67 ⋅ K ⋅   ⋅   ∆   d 84  

7,+ K =

Q⋅n S

L72 .72 .. +/ 02+7 27,

γ w

= 1.0

γ s

= 2.65

∆ = 1.65 E, /. =.7@. + /72 3.272* 2+ ?. .:2.7 . /72 .,3?72 :+ +02+, .3:./=+,+ +, /. =77/7@. + /72 3.:3+2 S0, +=.7 +, 772 +/ .,3?7 +2./+ +2.; 2:+0.7 . /.2 37,0307,+2 ++,.2 ./+2 37=7 /. 0=/.,.30, + ;+.2 + <0<0+,.2 ..3+,+2* +2:3:.2 37=7 :+,+2  3.:3+ 70.=+,+ 7=.7 7 +/ @7 R+2:/.,7 :, .,3?7 +2./+ + &# = 37=7 7=+07 2+Q, /72 =772 .,./0.72  /.2 37,0307,+2 +, 3.=7




!.1.2 DETERMINACIÓN DE LA ALTURA C7, /72 ,0<+/+2 + /.2 .:.2 =;0=.2 + /. .<+,0.2 + 02+7 ' 5# 7+,07 + /. 20=:/.30, +, +/ @7 J.//.?:.* 37, HEC-RAS* 2+ 37,2:+7, /72 37+27,0+,+2 +>/+2 ?0;:/0372* >:. &1-&4* . .0 + /72 3:./+2 2+ ++=0,.7, /.2 37.2 + 377,. + D0:+ +, +/ @7* .. +/ .,7 + 7+ /0+ .2:=07 / $ #5# - 1## =

S0@*)50/ + C)*5 S+ .,./0 .. +/ .=7 +, +/ +2:07 +/ @7 J.//.?:.* +/ 37=7.=0+,7 +/ +>/ ?0;:/037 .. /72 3.:./+2 + 02+7 '5#* '1##* =+0.,+ +/ +=/+7 +/ HEC-RAS <+20, 41#* !#1#* :+ +2 :, =7+/7 ?0;:/037 +2.7//.7 7 +/ US A=2 C72 O E,0,++2* H7/703 E,0,++0, C+,+ HEC E/ HEC-RAS* +=0+ +/ +2:07 +/ 37=7.=0+,7 ?0;:/037 + :, @7* 3./3:/.,7 +/ +>/ ?0;:/037 + /. 2:+>30+ +/ .:. +, 2: 20:.30, ,.:./ 7 .3:./ 7 +, /. 20:.30, 37, 7+37* .. K:7 +=.,+,+ .:./=+,+ <.0.7 E/ 73+0=0+,7 + 3;/3:/7 +2; .2.7 +, /. 27/:30, + /. +3:.30, :,00=+,207,./ + +,+@.* 37,20+.,7 0.2 7 0330,  +<./:..2 37, /. +3:.30, + M.,,0,

!.1.".1 EL MFTODO DEL PASO DIRECTO E/ =77 +/ .27 0+37 2+ .2. +, /. +3:.30, + /. +,+@. S0 2+ 0+,+, 72 2+3307,+2 ..3+,+2 <+ F0:.* /. +,+@. + /. 2+330, :+ 2+ +,3:+,. .:.2 .0. S+330, ! ++ 2+ 0:./ . /. +,+@. + /. 2+330, :+ 2+ +,3:+,. .:.2 ..7 S+330, 1 =;2 /.2 0.2 :+ 2+ +,+., 7 0330,  7 ::/+,30. +.,20,37,.330, +, +/ .=7 S+ ++ +,+ +, 3:+,. /.2 20:0+,+2 +=02.2 o

o o o

o

o

N7 +02+ <.0.30, + 3.:./ +, +/ .=7 S0 +02+ <.0.30, + 3.:./* ++ 0<002+ +/ 3.,./ +, .=72 :+ .,27+, +/ =02=7 3.:./ L. +,0+,+ +/ 3.,./ +2 +:+. =+,7 . 1#[ E/ 7,7 +/ 3.,./ +2 @07 L. +,0+,+ + /. /@,+. + +,+@. :++ 3./3:/.2+ :2.,7 /. +3:.30, + M.,,0, E/ K:7 +2 .:./=+,+ <.0.7 ,7 73:+ :,. 020.30, <07/+,. + +,+@. E/ K:7 +2 +=.,+,+




L. +,+@. +, /. 2+330, ! +2 0:./ . /. +,+@. +, /. 2+330, 1 =;2 /.2 0.2 7 0330, S \ E, +2. >:. ,7 2+ ?., 0,3/:07 /.2 0.2 7 +.,20,  37,.330, P7 ++=/7* +, +/ 73+0=0+,7 .. +/ 3;/3:/7 + Y ! +, /. F0:. +2 +/ 20:0+,+ S+ .2:=+ :+ /. 37,030, + 7+ +2 +/ 0.,+ .:.2 ..7* +2 +30 Y1 Primer paso: 

E, /. 2+330, 37,730. 2+ 3./3:/. +/ Á+. A* P+@=+7 P* R.07 ?0;:/037 R $AP* V+/730. V $ 'A



L. 37. + /. /@,+. + +,+@. 2+; H $ Z ] Y ] V !!



S+ 3./3:/. /. +,0+,+ + /. /@,+. + +,+@. S$ V ! , ! R4&

Segundo paso: 

 



E, /. 2+330, !* 2+ 3./3:/. +/ ,0<+/ + 7,7 +/ 3.,./ S0 /. +,0+,+ +2 37,2.,+ Z ! $ Z 1 ] S7 \^ 1-! S+ ASUME :, 0.,+ Y ! C7, +/ 0.,+ Y !* 2+ 3./3:/. +/ ;+. A !* +/ +@=+7 P !* +/ .07 R!* /. <+/730. V! $ Q/A 2. S+ 3./3:/. H1! $ Z ! ] Y! ] V !!

Tercer Paso:      

C./3:/. /. +,0+,+ + /. /@,+. + +,+@. +, +/ :,7 ! S ! $ V ! , !R 4& C./3:/. /. =+0. + /. S 1  S ! S 1-! $ S 1 ] S !! H! $ H ] S 1-! \ ] ?+ S+ 37=.. H1-! 37, H! + ! D++, 2+ 0:./+2 S0 ,7 1# 27,* 2+ ./03. :,. 37+330, ./ 0.,+

Cuarto Paso:  

S+ 3./3:/. /. 37+330,* \Y ! \Y ! $ H 1 - H 1  F !! ] & S ! \! R!




 

N:+<7 Y ! ,:+<7 $ Y ! - \Y ! S+ 37,0,Q. +, /. 2+330, ! ?.2. :+ H 1  H 37,<++, 37, :,. 7/+.,30. .+3:.. U,. <+ :+ +/ ,0<+/ +2 ?.//.7 2+ 7=. +2. 2+330, 37=7 /. 37,730.  2+ .2. . /. +3+. 2+330, E2 ,+3+2.07 ,7. :+ +, +2+ 3.27 2+ .2:=0 :+ +/ K:7 +2 2:3@037  :+ /. 37,030, + 7+ :+ +/ ,0<+/ +/ .:. .:.2 ..7 +/ .=7

A+=;2* 2+ ++ +37. :+ /72 3.,./+2 0+:/.+2 3.=0., + 2+330, .,2<+2./ +,2.,3?.=0+,7 7 .,72.=0+,7 E27 0,:3+ 0.2 + 3.. :+ 27, 77307,./+2 . /. 0++,30. + /72 3..2 + /. <+/730.+2 + 2+3307,+2 ..3+,+2 V !! L72 37+>30+,+2 + +.,20,  37,.330, 27, #&  #1 +2+30<.=+,+

D.72 ,+3+2.072 .. +/ 3;/3:/7 + 3:<.2 + +=.,27 L72 .72 :+ 0+, /72 7.=.2 + 3;/3:/7 + 3:<.2 + +=.,27 27, /72 20:0+,+2 .- C.:./ +2 - C7,030, + B7+ T0.,+ 0,030./N0<+/ 0,030./ +/ .:. +, /. 2+330,  3:<. N0<+/ <+2:2 C.:./ 7 T0.,+ C@037 3- R0=+, + K:7 2:-3@037* 2:+3@037* 3@037 - C7+>30+,+ + :720.  772 37+>30+,+2 + 0330, C7+>30+,+ + M.,,0, 7 :720. .27/:. +/ 3.:3+ P7 ++37* +/ HEC - RAS .=0+ :+ +/ 3.:3+ +2; 0<007 +, +2 .+2 /. =.+, 0:0+. LOB +, I,/2* +/ 3.:3+ 0,30./ C?.,,+/ +, I,/2  /. =.+, ++3?. ROB +, I,/2 P7 /7 .,7 7 ++37 2+ .=0+ :+ +, 3.. .+ +/ .=7 2+ 0+,+ +2 37+>30+,+2 + M.,,0, 0++,+2 +- E/ =7+/7 +7=037 2+3307,+2 .,2<+2./+2* /7,0: + .=72 L.2 2+3307,+2 .,2<+2./+2 +2;, 37=:+2.2 7 /@,+.2 C.. /@,+. +2; 37=:+2. + :,72 3:.2 377+,..2 27, D02.,30. +2+ +/ ++* A/0: A27/:. A+=;2 2+ ++, 37,73+ /.2 02.,30.2 +,+ /. =.+, 0:0+.* 3.,./ 0,30./  =.+, ++3?. + :,. 2+330,  /. 20:0+,+ S0 +/ .=7 +2 +37* /.2 +2 0=+,207,+2 27, /.2 =02=.2 D+ /7 37,.07* /. 02.,30. +2 =;2 37. +, +/ /.7 0,+,7 + :,. 3:<. - P:+,+2 : 72:3307,+2 ,.:./+2 7 .0>30./+2 S0 +020+. :, :+,+ +2 ,+3+2.07 37,73+ /. 72030, + /72 +2072* +/ ./7 +/ :+,+ +./,* /. 7=. + /72 0/.+2  +/ .,3?7 + /72 =02=72 C7=7 .72 2+ ++ 0,3/:0 +/ 37+>30+,+ + ..2+ + /72 0/.+2

C3/0+7)503/ + ) S0@*)50/ L. 20=:/.30, +/ 3.:3+ 2+ ?. +./0.7 37, /.2 =;0=.2 +23..2* .. /72 0++,+2 .=72 + 0,+2* .. +0772 + +7,7 + 1##  !## .72* 37, PIP: "INSTALACION DE LOS SERVICIOS DE PROTECCION EN LA ZONA RIBEREÑA MARGEN IZQUIERDA Y DERECHA DEL RIO JAYLLAHUA PARA LA COMUNIDAD DE SELQUE, DISTRITO DE MACARI PROVINCIA DE AYAVIRI - REGION PUNO"



+/ 3:./ 2+ ?. ++=0,.7 /72 ,0<+/+2 =;0=72 +.70,.072 T.,20;,72+ +, ./:,72 3.272 7 +2:3:.2 37=7 :+,+2* /72 +2Q=+,+2 + /72 3;/3:/72 =:+2., /. .. 3..30. + 37,:30 +/ 3.:./ =;0=7* 7 /7 :+ +2 ,+3+2.0. /. 37,2:330, + /72 0:+2  P.. 772 3.272 2+ ?., 7=.7 +, 3:+,. /72 0:+2 . +02+,+2 S+ +2+,., /72 +2:/.72 .. /72 .=72 + +2:07 2+Q, 7+20<.2 + HEC-RAS U, +2:=+, =;2 +.//.7 + /72 ,0<+/+2 ?0;:/0372* <+/730.+2* 0.,+2 =;0=72 ./3.,.72 2+ =:+2. +, +/ .,+7

F0:. &1 P/.,. + /. 20=:/.30, H0;:/03. +./0.. +, HEC-RAS H'()*+)

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F0:. 4" S+330, .,2<+2./ 7,+ 2+ .+30. +/ 07 J.//.?:. 37, 2:2 N0<+/+2 H0;:/0372 A/3.,.72 D+ /.2 2+3307,+2 .,2<+2./+2 20=:/..2* 2+ .+30. +/ +27.=0+,7* . 2+. 7 /. =.+, 0:0+. 7 ++3?.* 7 7 .=72 =;+,+2* 2+Q, +/ 3.:./ + 02+7  /. 37. + 77* +, +2+ 2+,07 2+ +:0++ /. +/+<.30, + /. 37. + 377,. + D0:+ E, +/ A,+7 2+ :++, .+30. /.2 37.2 7 ,0<+/+2 ?0;:/0372 .. /72 0++,+2 .=72 +.3? 7 3.:./+2 + 02+7 E, .=72 3.272 + /. S0=:/.30, H0;:/03.* /.2 37.2 + 377,. + 0:+ +, +/ @7* 27, /.2 +:0<./+,+2 37, /.2 37.2 + 377,. + 0:+2 +, .=.2 =;+,+2* 7 20=0/0: + .7 + ++2  + 0:+2* +2+30<.=+,+ S0, +=.7 7 .7,+2 + .7. /.2 7+20<.2 +, /. 20=:/.30, H0;:/03. 37, HEC-RAS 2+ 0+,+, /. 7+20<. #]### +, /. .+ 0,+07 7 =;2 .. +/ .7* /.2 7+20<.2 +, +2+ 3.27 0>++, =: 737 7 =.+,* +07 ./ ./0,+.=0+,7 020,7 +, 3.. =.+,




A6*7) + D0* A/:. :+ +,; +/ =:7 + +,3.:.=0+,7 2+; 0:./ ./ ,0<+/ ?0;:/037 =;0=7 .. 3.:./ + 02+7 + 1## .72 + +077 + +7,7* =;2 :, 7+ /0+* :+ 2+ .70=. . /. ./:. + /. 0,+30. 7 +,+@. + <+/730. 7 3.. + /. =02=.* =:/0/03.7 7 :, 37+>30+,+ :+ +2; +, :,30, + /. =;0=. +23..  +,0+,+ +/ @7 H

$ Y ] BL

D7,+ H $ A/:. +/ M:7 = Y $ T0.,+ + M;0=. A<+,0. = BL $ B7+ L0+ =

!.1. DETERMINACIÓN DEL ANCHO DE CORONA S+Q, .,;/0202 +./0.7 2+ .7. :,. 0=+,20, + !!# =* +, +,+./ .. 772 /72 .=72

!.1.! ESTUDIO DE LA CIMENTACIÓN E, /.2 72+3307,+2 +./0..2 2+ ?. +,37,.7* 2:+/72 + 07 G.<. M./ G.:..* G.<. 37, /0=7 37, .+,.* +, ./ 2+,07 +, /72 .=72 ,:+<72 2+ /.,+. :, +:+7 +,+//, . >, + 37,7/. /. +3+20<. 0,>/.30,* :,.=+,./=+,+ +, /72 .=72 .+,7272

!.1.5 DETERMINACIÓN DE LOS TALUDES LATERALES$ AN%LISIS DE ESTA#ILIDAD D+07 ./ 3.;3+ .0>30./ +/ ./:* 2+ ?. .,./0.7 /. 0,+2.0/0. +/ ./: +, /72 3.272 =;2 3@0372 E/ .,;/0202 ++,+ +,37,. /. 2+330, =@,0=. .. ./:.2 0++,+2 +/ 0:+ ?.2. +,37,. :+ +/ F.37 + S+:0. FS 3./3:/.7 37+27,. ./ FS +=020/+




F0:. 48 A,;/0202 + +2.0/0. + ./: E/ .,;/0202 2+ ++3: .. /. 37,030, + F0,./ + /. 37,2:330,* 37,0307,+2 2+3.2* + 0,>/.30, 37,2.,+ 37,030, =;2 +2.<7./+ S+ ?. :2.7* .+=;2* .. /72 3;/3:/72 +/.0<72 + +2.0/0. + ./:+2 :, 7.=. + 3=:7 +73,037 SLOPE_ + +37,730. 37,>.0/0.

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!.1.6 REVESTIMIENTOS DE PROTECCIÓN E, 77 +/ .=72 2+ +:0++ 7+330, . /. +720, /.+./* 7 /7 :+ 2+ /.,+. :, +<+20=0+,7 + +,73.7*  :, >/7 + .30//.* 37, :, +2+27 <.0./+ 37, /. 7:,0. + #5# . #65= PIP: "INSTALACION DE LOS SERVICIOS DE PROTECCION EN LA ZONA RIBEREÑA MARGEN IZQUIERDA Y DERECHA DEL RIO JAYLLAHUA PARA LA COMUNIDAD DE SELQUE, DISTRITO DE MACARI PROVINCIA DE AYAVIRI - REGION PUNO"



L7 3:./ 7<0.=+,+ 0+,+ :+ <+ 37, +/ 02+7 +2+30<7 :+ 2+ +,3:+,. +, +/ .,+7* 7,+ 2+ .+30. :, .37 + 2+:0. =.7 . 1! .. +/ =7<0=0+,7 + /. 73. +, +/ ./:

!.1.& PROTECCIÓN AL PIE DEL TALUD S+ /.,+. :,. 7+330, + +,73.7* 0:./ . 15 <+3+2 /. 7:,0. + 273.<.30, E2. 27/:30, /.,+. +/ :27 + :,. 3.. + 73. 0+, .:..* . 2+. .,:/72. 7 +7,+.. E/ :27 + 73. .,:/72. +2 /7 =;2 37,<+,0+,+  +, +2+30./* /. 7<+,0+,+ + /. +/7.30, + 3.,+.2  + 70+, <7/3;,037 .. +2020 /72 73+272 +720<72* .37=7.. 27+ /. 0+. + /72 @72* 37, ./:+2 + +727 2:.<+2* .. +<0. 02+.307,+2 V+ F0:. N 15

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L:+7 H2 $ 2   D7,+ H2 $ 7:,0. + S73.<.30, Y2 $ 0.,+ :+ 37+27,+ . /. 7:,0. . /. :+ 2+ +2+. +<./:. /. <+/730. +720<. = Y $ 0.,+ ,7=./ =  $ S+330, +2./+ ++=0,.. = D= $ D0;=+7 =+07 = . $ '5&   $ +7,+,+ .. =.+0./ ,7 37?+20<7 +, :,30, +/ 0;=+7 3..3+@2037 ./.2 2 $ 1, $ C7+>30+,+ + M.,,0,-S03/+ S $ P+,0+,+ 7=+07 +/ .=7 +2:0.7 β $ 37+>30+,+ :+ ++,+ + /. +3:+,30. 37, :+ 2+ +0+ /. .<+,0. :+ 2+

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SECCIONES TIPICAS ADOPTADAS PARA EL PROYECTO




ALTERNATIVA NK 1: C7,202+ +, /. 37,7=.30, + 0:+2 + ++,2. 0++. +, /.2 =;+,+2 ++3?. + 0:0+. +/ 07 J.//.?:.* 37, =.+0./ + 3.,+. +0.=+,+ 37=.3.7* 3:0+7 + +,73.7 .3.+..2 + 3.,+. 02.,+*  =:7 + +,3.:.=0+,7 + 37,3+7 303/+7* +, /.2 7,.2 37, :++ +,0+,+ .,2<+2./* 20+,7 /. /7,0: 7./ L$&*465 =+72* =00.30, + 0=.37 .=0+,./ E+3:30, + 3:272 + 3..30.30, 27+ +2.2+2 ,.:./+2* 3:272 + 3..30.30, 27+ 3:+,3.2 ?07/03.2* 7/.30, .+3.. 27+ /. +<+,30, + +2.2+2 ,.:./+2 COMPONENTE 1: MEJORAMIENTO DE LA DEFENSA RIBEREÑA EN EL RÍO JAYLLAHUA

C7=+,+ +/ =+7.=0+,7 + /. ++,2. 0++. +/ @7 J.//.?:. 37, =.+0./ + 2.=7 + 3.,+.2  7+07 37, +,73.7 +, /. 3.. ?Q=+.* +, :,. /7,0: + &*465 =+72

A= TRABAJOS PROVISIONALES Y PRELIMINARES OBRAS PROVISIONALES L72 ..72 . +./0.2+ +, +2+ I+= 37,2020;, +, C.=.=+,7 P7<0207,./ + O.* C.+/ + O.  M7<0/0.30,  D+2=7<0/0.30, + +:07  ?+.=0+,.2  77 +//7 2+;, ++3:.72 + .3:+7 . /.2 +2+30>3.307,+2 3,03.2 +230.2 +, +/ +2+,+ E2:07 TRABAJOS PRELIMINARES L72 ..72 . +./0.2+ +, +2+ I+= 37,2020; +, /. L0=0+. =.,:./ +, ++,7 ,7=./* T.7  R+/.,+7* 77 +//7 2+;, ++3:.72 + .3:+7 . /.2 +2+30>3.307,+2 3,03.2 +230.2 +, +/ +2+,+ E2:07 MEJORAMIENTO DE VIAS DE ACCESO L72 ..72 + +2+ @+= 37,202+, +, +/ =+7.=0+,7 + /72 .33+272 .. /. =.:0,.0. . >, + 7+ +./0. +/ .,27+ + /72 =.+0./+2 + 3.,+. ?.30. /. 7.

B= MEJORAMIENTO DE DIQUES , + +/.,. /. 2:+>30+ +/ ++,7 ?.2. /7. /.2 37.2 + /72 ,0<+/+2 0,03.72 +, /72 /.,72* .. 72+07=+,+ ++3:. /. ++,2. 0++. 70.=+,+ 03?.

2= C3/37@)50/ + D0* E/ C:+7 + D0:+ C7,2020; +, /. 37,7=.30, +/ ,Q3/+7 +/ D0:+ 37, =.+0./ + =+3/. M.+0./ I=+=+./+  A+.72* /72 =02=72 :+ 2+;, .,27.72 + /.2 3.,+.2 .7..2  /:+7 ++,0.2  37=.3..2 + .3:+7 . /.2 ,7=.2 +2./+30.2 +, /.2 +2+30>3.307,+2 3,03.2 +2./+30.2 +, +/ +2+,+ E+0+,+ T3,037 PIP: "INSTALACION DE LOS SERVICIOS DE PROTECCION EN LA ZONA RIBEREÑA MARGEN IZQUIERDA Y DERECHA DEL RIO JAYLLAHUA PARA LA COMUNIDAD DE SELQUE, DISTRITO DE MACARI PROVINCIA DE AYAVIRI - REGION PUNO"



E, /72 3.272 +, +/ :+ 2:+/7 +2 =: +=+./+ 2+ ?. /.,+.7 /. 37,7=.30, + :, +,+//, 3:.2 0=+,207,+2 2+ 0,03., +, /72 /.,72 E/ ,Q3/+7 +/ D0:+  D+,+//, +,; /.2 20:0+,+2 3..3+@203.2 +7=03.2 D'()* F7=.  A/:. V.0./+ P+,0+,+ B.2+ =+,7 0:+ D*+,*+ F7=.  A/:. V.0./+ P+,0+,+ B.2+ =+,7 +,+//,

T.+70./  4## = P7=+07  H $ 15  V $ 1##  &## = T.+70./ I,<+07  1## =  H $ #5  V$ 1  #6# =

5= E/735)+3 + P736550/ , + 7++ + /. +720, 7 ++37 + /.2 =;0=.2 .<+,0.2  +=.,27 +/ .:. E/ +,73.7 + 7+330, +,; /.2 20:0+,+2 3..3+@203.2 +7=03.2 F7=. A/:. V.0./+ P+,0+,+ A,3?7 E,73.7 D0;=+7 + E,73.7

T.+70./ 0,<+07 4## = 7=+07 H$15  V$1## D+ 15# = . #5# = 1## = =+07

+= M*73 + C3/6/50/ + C3/5763 C053 C7,2020; +, /. 37/73.30, + =:7 + 37,3+7 303/+7* +, /72 .=72 7,+ 2+ 0+,+ :++ +,0+,+ /.+./  ,7 2+ 3:+,. 37, ++,7 /.+./ .=/07* 7 +020 0,.+2:3:. 37=7 3.,./+2* 7 3+72 + :++ +,0+,+ L.2 0=+,207,+2 +7=03.2 +/ =:7 + 37,+,30, ++, +,+ :, +2+27 =@,0=7 + #5 =+72




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COMPONENTE 2: PLAN DE MANEJO AMBIENTAL E IMPLEMENTACION DE PROGRAMAS DE CAPACITACION

A= PLAN DE MANEJO AMBIENTAL E2+ @+= 37,202+ +, /. ++3:30, +/ /., + =.,+7 .=0+,./ +/ 7+37 :+ 0+,+ 7.=.2  /.,+2 37=7 +/ + =.,+7 + ;+.2 .:0/0.+2* =.,+7 + +20:72 2/072* +70.30,  37=+,2.30,* =7,07+7 + 3./0. .=0+,./* 7.=. + 37,0,+,30.2* PIP: "INSTALACION DE LOS SERVICIOS DE PROTECCION EN LA ZONA RIBEREÑA MARGEN IZQUIERDA Y DERECHA DEL RIO JAYLLAHUA PARA LA COMUNIDAD DE SELQUE, DISTRITO DE MACARI PROVINCIA DE AYAVIRI - REGION PUNO"



0+7 + .33+272* +,+ 772 /72 3:./+2 +2;, +0.=+,+ 37,20+.72 +, +/ +2::+27 +/ 7+37

B= IMPLEMENTACION DE PROGRAMAS DE CAPACITACION E2+ 37=7,+,+ 37,202+ +, /. +./0.30, + 3:272 .//+ 27+ A S+,200/0.30,  C..30.30, + B+,+>30.072* B S+,200/0.30,  C..30.30, . E237/.+2  C O.,0.30, + S0=:/.372 P+<+,0<72 C.. :,7 + +272 @+=2 37,0+,+ /. +/.7.30, + .>3?+2* =.+0./ + 3..30.30,  /. 7.,0.30, =02=. + /72 +<+,72 + 3..30.30,

ALTERNATIVA NK ": C7,202+ +, /. 37,7=.30, + 0:+2 + ++,2. 0++. +, /.2 =;+,+2 ++3?. + 0:0+. +/ 07 J.//.?:.* 37, =.+0./ + 3.,+. +0.=+,+ 37=.3.7* 3:0+7 + +,73.7 .3.+..2 + 3.,+. 02.,+*  =:7 + +,3.:.=0+,7 + .<07,+2* +, /.2 7,.2 37, :++ +,0+,+ .,2<+2./* 20+,7 /. /7,0: 7./ L$&*465 =+72* =00.30, + 0=.37 .=0+,./ E+3:30, + 3:272 + 3..30.30, 27+ +2.2+2 ,.:./+2* 3:272 + 3..30.30, 27+ 3:+,3.2 ?07/03.2* 7/.30, .+3.. 27+ /. +<+,30, + +2.2+2 ,.:./+2

COMPONENTE 1: MEJORAMIENTO DE LA DEFENSA RIBEREÑA EN EL RÍO JAYLLAHUA

C7=+,+ +/ =+7.=0+,7 + /. ++,2. 0++. +/ @7 J.//.?:. 37, =.+0./ + 2.=7 + 3.,+.2  7+07 37, +,73.7 +, /. 3.. ?Q=+.  =:72 + .<07,+2* +, :,. /7,0: + &*465 =+72





B= MEJORAMIENTO DE DIQUES , + +/.,. /. 2:+>30+ +/ ++,7 ?.2. /7. /.2 37.2 + /72 ,0<+/+2 0,03.72 +, /72 /.,72* .. 72+07=+,+ ++3:. /. ++,2. 0++. 70.=+,+ 03?.

2= C3/37@)50/ + D0* E/ C:+7 + D0:+ C7,2020; +, /. 37,7=.30, +/ ,Q3/+7 +/ D0:+ 37, =.+0./ + =+3/. M.+0./ I=+=+./+  A+.72* /72 =02=72 :+ 2+;, .,27.72 + /.2 3.,+.2 .7..2  /:+7 ++,0.2  37=.3..2 + .3:+7 . /.2 ,7=.2 +2./+30.2 +, /.2 +2+30>3.307,+2 3,03.2 +2./+30.2 +, +/ +2+,+ E+0+,+ T3,037 E, /72 3.272 +, +/ :+ 2:+/7 +2 =: +=+./+ 2+ ?. /.,+.7 /. 37,7=.30, + :, +,+//, 3:.2 0=+,207,+2 2+ 0,03., +, /72 /.,72

E/ ,Q3/+7 +/ D0:+  D+,+//, +,; /.2 20:0+,+2 3..3+@203.2 +7=03.2 D'()* F7=.  A/:. V.0./+ P+,0+,+ B.2+ =+,7 0:+ D*+,*+ F7=.  A/:. V.0./+ P+,0+,+ B.2+ =+,7 +,+//,

T.+70./  4## = P7=+07  H $ 15  V $ 1##  &## = T.+70./ I,<+07  1## =  H $ #5  V$ 1  #6# =

5= E/735)+3 + P736550/ , + 7++ + /. +720, 7 ++37 + /.2 =;0=.2 .<+,0.2  +=.,27




+/ .:. E/ +,73.7 3..3+@203.2 +7=03.2 F7=. A/:. V.0./+ P+,0+,+ A,3?7 E,73.7 D0;=+7 + E,73.7

+

7+330,

+,; /.2

20:0+,+2

T.+70./ 0,<+07 4## = 7=+07 H$15  V$1## D+ 15# = . #5# = 1## = =+07

+= M*73 + C3/6/50/ + C3/5763 C053 C7,2020; +, /. 37/73.30, + =:7 + 37,3+7 303/+7* +, /72 .=72 7,+ 2+ 0+,+ :++ +,0+,+ /.+./  ,7 2+ 3:+,. 37, ++,7 /.+./ .=/07* 7 +020 0,.+2:3:. 37=7 3.,./+2* 7 3+72 + :++ +,0+,+ L.2 0=+,207,+2 +7=03.2 +/ =:7 + 37,+,30, ++, +,+ :, +2+27 =@,0=7 + #5 =+72 21#

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COMPONENTE 2: PLAN DE MANEJO E IMPLEMENTACION DE PROGRAMAS DE CAPACITACION

A= PLAN DE MANEJO AMBIENTAL E2+ @+= 37,202+ +, /. ++3:30, +/ /., + =.,+7 .=0+,./ +/ 7+37 :+ 0+,+ 7.=.2  /.,+2 37=7 +/ + =.,+7 + ;+.2 .:0/0.+2* =.,+7 + +20:72 2/072* +70.30,  37=+,2.30,* =7,07+7 + 3./0. .=0+,./* 7.=. + 37,0,+,30.2* 0+7 + .33+272* +,+ 772 /72 3:./+2 +2;, +0.=+,+ 37,20+.72 +, +/ +2::+27 +/ 7+37


ALTERNATIVA NK #: C7,202+ +, /. 37,7=.30, + 0:+2 + ++,2. 0++. +, /.2 =;+,+2 ++3?. + 0:0+. +/ 07 J.//.?:.* 37, =:7 + +,3.:.=0+,7 + .<07,+2* . /7 /.7 + 77 +/ 7+37* 20+,7 /. /7,0: 7./ L$&*465 =+72* =00.30, + 0=.37 .=0+,./ E+3:30, + 3:272 + 3..30.30, 27+ +2.2+2 ,.:./+2* 3:272 + 3..30.30, 27+ 3:+,3.2 ?07/03.2* 7/.30, .+3.. 27+ /. +<+,30, + +2.2+2 ,.:./+2

COMPONENTE 1: MEJORAMIENTO DE LA DEFENSA RIBEREÑA EN EL RÍO JAYLLAHUA




C7=+,+ +/ =+7.=0+,7 + /. ++,2. 0++. +/ @7 J.//.?:. 37, =:7 + +,3.:.=0+,7 + .<07,+2* +, :,. /7,0: + &*465 =+72* .+=;2 0,3/:+ +,73.7 + 7+330, +, ./:,72 .=72 3:<72 +, :,. /7,0: + &*465 =+72


B= MEJORAMIENTO DE DIQUES
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M5). I+6)5@ 0000 * &0

COMPONENTE 2: PLAN DE MANEJO E IMPLEMENTACION DE PROGRAMAS DE CAPACITACION

A= PLAN DE MANEJO AMBIENTAL E2+ @+= 37,202+ +, /. ++3:30, +/ /., + =.,+7 .=0+,./ +/ 7+37 :+ 0+,+ 7.=.2  /.,+2 37=7 +/ + =.,+7 + ;+.2 .:0/0.+2* =.,+7 + +20:72 2/072* +70.30,  37=+,2.30,* =7,07+7 + 3./0. .=0+,./* 7.=. + 37,0,+,30.2* 0+7 + .33+272* +,+ 772 /72 3:./+2 +2;, +0.=+,+ 37,20+.72 +, +/ +2::+27 +/ 7+37


5

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TRANSPORTE DE SEDIMENTOS G+,+./0.+2 L.2 3..3+@203.2 =77/03.2 + :, 3:27 + .:. .,3?:.* 7:,0. =+0.  +,0+,+* 27, :,30, + +2 .;=+72 =77+2* 37=7 27, C.:./ /@:07 =;0=7 ' =;2 +3:+,+ 0+=7 + +7,7 .70=.7 ! . 5 .72* 0;=+7 =+07 + 2+0=+,72 +/ 3.:3+ =* 3.:./ 2/07 '2 .:.2 .0. +/ .=7 37,20+.7* 37,20:07 + 2+0=+,72 =;2 +3:+,+2 +, +/ 3.:3+




T+03.=+,+ +/ 3.:3+ 7.,0. 2: =77/7@.  +, .03:/. 2: +,0+,+ .. :2. +/ =@,0=7 + +,+@. +, +/ .,27+ 20=:/.,+7 + 3.:./+2 /@:072  2/072 E, +/ 0,2.,+ +, :+ /72 .7+2 2/072 02=0,:., 7 K:3Q+,* 7 .7,+2 ,.:./+2 7 .0>30./+2* /. +3/0<0. =+0. +/ /+3?7 02=0,:+  2+ 0,030. /. 7=.30, + =+.,72 :+ :++, 2+ + ., .=/0:* +7 +/ 3.:3+ +=.,+3+ Q,037* 20, 02/.2 ,0 .72 =Q/0/+2 2+3:,.072 E/ +2:07 +/ .,27+ + 2/072 +2:/. =: 0=7.,+ .. /. .+3:.30, + /72 02+72 + +2:3:.2 + +:/.30,* 3..30,  +2.+,.=0+,7 +, 7+372 ?0;:/0372 E, +/ +2+,+ +2:07 2+ ?. .,./0.7 +/ .,27+ + 2+0=+,72 .. 3./3:/. +/ <7/:=+, + 2+0=+,72 +, +/ :+,+ :+ :.,+ /. <0. Q0/ +/ 7+37 7@. 2+0=+,.2+ L. +7@. +,+./ + 2+0=+,72 K:<0./+2 0,<7/:3. /72 73+272 + +720,* 0,030.30, +/ =7<0=0+,7* .,27+* +2072  37=.3.30, + /.2 .@3:/.2 2/0.2 L72 2+0=+,72 2+ 700,., 7 /. +720, + /. 3:+,3. L. +720, +2 :, 73+27 :+ 2+ +2.7//. 37,0,:.=+,+ +2+ /72 0+=72 +7/0372* ++=0,.  =7+/. /. 7=. + /. 37+. ++2+ L. +720, 2+ ++ . /. .330, 7:30. + /72 .+,+2 ++,72* 37=7 +/ .:. +2 :,7 + /72 0,30./+2 .+,+2 + +720,  +/ <+?@3:/7 0,30./ + .,27+ +/ =.+0./ +7207,.7 E,+ 772 .37+2 :+ 37,7/., /. .2. + +720, +2;, 37=7 +/ 0=+, + /.2 //:<0.2* /. 37+:. <++./* +/ 07 + 2:+/7  /. +,0+,+ +/ ++,7 L.2 .@3:/.2 27, .,27..2 :,.=+,./=+,+ + 72 =.,+.2 0++,+2 /.2 + =.7 .=.7 :+., 27+ +/ 7,7 37,20:+,7 +/ .,27+ + 2/07 + 7,7 /.2 =;2 >,.2 <., +, 2:2+,20, E2 720/+ :+ 30+.2 .@3:/.2 2+ .,27+, + :, =77 +2+30./ . 2./72* ,7 37,20:+, 70.=+,+ =.+0./ + 7,7 ,0 =.+0./ +, 2:2+,20,* . +2. =7./0. 2+ /+ +,7=0,. .,27+ 7 2./.30,

$."

V.0.30, +/ .,27+ 2/07 E/ .27 2/07 ++,+ + :,. +/+<.. 7+,30. + /. <+/730.* +2 +30* :+ +:+.2 <.0.307,+2 + /. <+/730. 7:3+, 3.=072 +, +/ .,27+ 2/07 H. 72 <.0.,+2 +, +/ .,27+ + 2/072

A.-

T7)/376 + 0+3 + 3/+3

L72 2/072 2+ =:+<+, 0+3.=+,+ 27+ +/ 7,7 +/ @7 +, :,. 3.. +/ 7/+ +/ 0;=+7 + /72 .,72* /. <+/730. +2 =;2 +:+. :+ /. +/ K:7

B.-

T7)/376 + 0+3 / */0/

L72 2/072 27, 272+,072* +, +/ 3:+7 +/ K:7 7 /. ::/+,30.* /. <+/730. +2 =;2 7 =+,72 /. =02=. +/ K:7* /72 .,72 +, 2:2+,20, . <+3+2 //+., ./ 7,7 ./3.,.,7 +/ +727 P.. +/ 02+7  7+.30, + ./:,.2 +2:3:.2 ?0;:/03.2* +2 ,+3+2.07 +2.7//. +/ 3;/3:/7 +/ .,27+ + 2/07 + 7,7* 37=7 +/ + 2:2+,20, E2+ Q/0=7* +,+./=+,+ 2+ +20=. 7 =+07 + =+0307,+2* PIP: "INSTALACION DE LOS SERVICIOS DE PROTECCION EN LA ZONA RIBEREÑA MARGEN IZQUIERDA Y DERECHA DEL RIO JAYLLAHUA PARA LA COMUNIDAD DE SELQUE, DISTRITO DE MACARI PROVINCIA DE AYAVIRI - REGION PUNO"



=0+,.2 :+ +/ .,27+ 2/07 + 7,7* 2+ +20=. . .0 + =772 0,0+372* +07 . 2: 0>3:/. + =+030, +, C.=7 E, +2+ +2:07 2+ +20=. +/ .,27+ + 2/072 +, 2:2+,20,* . .0 + /. 0,7=.30, + /.2 37,3+,.307,+2 + 2/072 +, 2:2+,20, +/ @7 H:.,3.,

$.# T.,27+ + 2/072 + 7,7 E02+, <.0.72 =7+/72 =.+=;0372 :+ +<./Q., +/ .,27+ + 2/072 + 7,7 E,+ +2.2 +/.307,+2* :,. + /.2 =;2 0=7.,+2 +2 /. + M++-P++  M://+ E2+ =77 2+ ./03. . 3.:3+2 37,20:072 7 =.+0./ ,7 :,07=+  :+27

5..1 M/TODO DE MEYER-PETER Y MULLER. L72 7+27+2 M++-P++  M://+ +./0.7, 3:.7 2+0+2 + +,2.72 +, +/ /.7.707 + Z:03?  ++=0,.7, 2: +/.30, .27 2/07 + 7,7* +/ 3:./ :++ 2+ ++2.7 7 /. 20:0+,+ +3:.30,

D,+ 

J

QS

Q KS K r

Y S

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dm g G” S

$ $ $ $ $ $ $ $ $ $ $

+27 +2+3@>37 +/ .:. .27 /@:07 :+ 7:3+ +/ .,27+ .27 /@:07 7./ 37+>30+,+ + :720. +/ 7,7 37+>30+,+ + :720. +07 . /.2 .@3:/.2 +/ 7,7 0.,+ +/ .:. +,0+,+ + /. /@,+. + +,+@. +27 +2+3@>37 + /.2 .@3:/.2 2:=+0.2 0;=+7 ++30<7 .3+/+.30, + /. .<+. .27 2/07 +2+3@>37 +2.7 .7 +/ .:.

L. +3:.30, .,+07* :++ 2+ +230. +/ 20:0+,+ =77 +,0+,7 +, 3:+,. ./:,.2 37,20+.307,+2

D,+

A+=;2  S   

2+ 3./3:/., + .3:+7 .




K s

=

K r =

1 n

=

V R 2 / 3 S 1 / 2

26 1/ 6 d 90

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V+/730. =+0. +/ K:7 R.07 ?0;:/037 0;=+7 +/ =.+0./ 7 +/ 3:./ +/ )#X +, +27 0+,+

El diámetr e!e"ti# es "al"$lad de a"$erd de la si%$ie&te rela"i'&(

D,+ \ pi +2 +/ 73+,.+ +, +27 +/ =.+0./ +/ /+3?7 3:7 0;=+7 =+07 +2 di  D+07 . /. <.0.0/0. +/ +2:+7 + 37+ 3@037 .. 2+0=+,72 + .,:/7=+@. ++,0.* +2 =;2 .70.7 +./0. +/ 3;/3:/7 + .272 2/072 .30./+2 7 .=.7 E, +2+ 3.27 +/ .27 2/07 + 7,7 7./ 2+ 70+,+ 37=7

D,+ \ pi +2 +/ 73+,.+ +, +27 +/ =.+0./ +/ /+3?7 3:7 0;=+7 =+07 +2 di  G Si +2 +/ .,27+ 2/07 .30./ 37+27,0+,+ . +2+ .=.7  :+ :++ 2+ 3./3:/.7 + .3:+7 .

D,+

τ Ci

= *τ + ) c ⋅ *γ s − γ w ) ⋅ d i *τ  ) c

E/ <./7 + :++ 2+ 7+,07 + .3:+7 ./ 30+07 + S?0+/2* 37, +/ NQ=+7 + R+,7/2 R*  2+ 3./3:/. 37, /. 20:0+,+ +3:.30, 0




Re

=

V  ⋅ d i

ν

D,+ ν +2 /. <023720. 30,+=;03. +/ K:07

5..2 GRANULOMETRA DEL MATERIAL DE LECHO DEL CAUCE P.. +/ +2+,+ +2:07* 2+ ?., +,37,.7 .@3:/.2 0<+2.2* ./+2 37=7 .<.2* .+,.2  ./:,72 >,72 3:72 0;=+72 <.@., +,+ /72 ##"4 == . 685# == T./ 37=7 2+ =:+2. +, +/ 3:.7 N !-"

C:.7 &6 G.,:/7=+@. 7 T.=0.7 ASTM D4!!  R@7 J.//.?:.




Son resultados del ensayo del Laboratorio de Mecánica de Suelos y Geotecnia “SILEX”

5.. RESULTADOS DE ESTIMACIÓN DE TRANSPORTE DE SÓLIDOS DE "ONDO E/ .=7 + ++,2. 0++. +/ 7+37 7 2+ + +,0+,+ ..* +2 :, 2+0=+,.7 M+0.,+ +2:072 + ?0;:/03. K:<0./  + .,27+ + 2+0=+,72 2+ +20=., /72 <7/Q=+,+2  /.2 3..3+@203.2 .,:/7=03.2 + /72 2+0=+,72 :+ //+., ./  .= 7 +, :, .7 @037 T.=0,* .7 :+ /72 2+0=+,72 =;2 :+272 2+ :+., 0=+7 :+ /72 >,72*  :+ :, 73+,.+ + +272 Q/0=72 2+ +720. 37,. /. +2:3:.* +2 ,+3+2.07 +<./:. /. 7=. :+ 7=. /. =.2. + /72 2/072 :+ 2+ 2+0=+,., .. +>,0 +/ <7/:=+, :+ 73:.;, .7 .2 .7 :.,+ /. <0. Q0/ + /. ++,2. 0++. L72 +2:/.72 7+,072 . .0 + /. 370. +/ 7.=. + 3=:7 +/ 3;/3:/7 + .,27+ + 2/072 + 7,7 7 +/ =77 + M++-P++  M://+ 37,20+.,7 /72 .;=+72 ,+3+2.072* 2+ =:+2., +, /72 3:.72 20:0+,+2 + /. 2:3:+,3. +/ @7 J.//.?:. E/ .,27+ + 2/072 2+ ?. 3./3:/.7 .. /72 =+2+2 + E,+7* F++7  M.7* +07 . :+ +, +272 =+2+2 +,+./=+,+ 2+ 7:3+, .,27+ + 2/072 + ..2+ 7 =.7 3.:./ :+ 2+ +,+. +, +/ @7 J.//.?:.

C:.7 &" A,;/0202 + T.,27+ + 2/072 + 7,7 PIP: "INSTALACION DE LOS SERVICIOS DE PROTECCION EN LA ZONA RIBEREÑA MARGEN IZQUIERDA Y DERECHA DEL RIO JAYLLAHUA PARA LA COMUNIDAD DE SELQUE, DISTRITO DE MACARI PROVINCIA DE AYAVIRI - REGION PUNO"



C:.7 &8 A,;/0202 + .,27+ + 2/072 + 7,7

C:.7 &) A,;/0202 + .,27+ + 2/072 + 7,7




E, +/ 20:0+,+ 3:.7 2+ =:+2. /. 3.,0. + 2/072 + 7,7 +, MMC* :+ 0,+2.@. ./ .=7 + ++,2. R0++. :.,+ /. <0. Q0/ + 1## .72 C:.7 4# R+2:=+, +/ 3;/3:/7 + .,27+ + 2/072 + 7,7 M77 + M++-P++  M://+  R@7 J.//.?:.

$.! T.,27+ + 2/072 +, 2:2+,20, E02+, =772 0+372 + 0,0+372 .. +<./:. +/ .,27+ + 2/072 +, 2:2+,20, E, +/ +2+,+ 2+ ?. ++=0,.7 7 +/ =77 0+37 :+ <+,@. 2+ +, .2+ . 37,3+,.30, + 2/072 +, 2:2+,20, P.. +2+ 3.27 2+ ?. 7=.7 /. 37,3+,.30, + 2/072 +, 2:2+,20, +/ @7 H:.,3., E/ .,27+ + 2/072 +, 2:2+,20, 3./3:/.72 .. 1 .7 7=+07 + <0. Q0/ +/ 7+37* E, +/ @7 J.//.?:. +2 /. 20:0+,+ PIP: "INSTALACION DE LOS SERVICIOS DE PROTECCION EN LA ZONA RIBEREÑA MARGEN IZQUIERDA Y DERECHA DEL RIO JAYLLAHUA PARA LA COMUNIDAD DE SELQUE, DISTRITO DE MACARI PROVINCIA DE AYAVIRI - REGION PUNO"



C:.7 41 T.,27+ + 2/072 +, 2:2+,20, R@7 J.//.?:. Concentración

Gasto líquido

(K!"#$

("#!s$

Enero

)**

**)*

+ebrero

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Mar,o

Meses

Total

Gasto sólido

%n!"es

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&864)

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0.505

12.13

5,657.17

11.55

$.$ T.,27+ 7./ + 2/072 E/ .,27+ 7./ + 2/072 +2 /. 2:=. + /. 3.,0. + 2/072 + 7,7  +, 2:2+,20,* ./ 37=7 2+ =:+2. . 37,0,:.30, C:.7 4! T.,27+ 7./ + 2/072 - R@7 J.//.?:. Gasto sólido (&'# "#$

Gasto líquido Meses

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Sus/ensión

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Enero

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Total

12.13

9.783

11.55

21.332

E/ .,27+ 7./ + 2/072 +/ @7 J.//.?:.* :+ 0,+2.@. ./ .=7 + ++,2. 0++.* 2+ .2:=+ /72 !1&& =0/+2 + =& :.,+ :, .7 7=+07




6

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CONCLUSIONES Y RECOMENDACIONES

CONCLUSIONES . E/ 0=+, + +300.307,+2 /:<0./+2 +, /. 7,. +2 +/.0<.=+,+ ./7 0,30./=+,+ :.,+ /72 =+2+2 + D030+=+ . M.7 P.. >,+2 +/ +2+,+ E2:07* 2+ ?., :0/0.7 /72 +0272 ?020372 +++,+2 . +300.30, =;0=. +, !4 ?7.2* +02.72 +, /.2 +2.307,+2 + 0,K:+,30. . /. :03.30, +/ P7+37  L.2 +23..2 =;0=.2 + 02+7 + /.2 7.2 + +,.+ 7:+2.2 +, +/ +2+,+ E2:07* :+7, +20=..2 + .3:+7 . /.2 ;+.2 + .7.30, + /. 3:+,3.* + 3:7 +2:/.7 2+ 0+,+ /. 37,202+,30. 3,03. + /. 0,7=.30, :0/0..  3777.. 37, /. 72+<.30, + 3.=7 + 0,7=.30, + /72 /:.+72* .7;,72+ .. +/ 02+7 ?0;:/037  30=+,.30, /72 20:0+,+2 3.:./+2 NOMBRE REA DEL CURSO

LONGITUD CURSO PRINCIPAL

CAUDAL

CAUDAL

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3 L. .2+ + +37,730=0+,7 + 3.=7 +=00 ++3:. :,. +<./:.30, 0,+./ +/ .=7 +/ 07* +/ 3:./ ,7 0+,+ ,0,Q, 07 + ++,2. 0++. 37=7 7. + 0,+,0+@. 70.=+,+* +7 :+ 20, +=.7 2+ .+30., ,:=+72.2 ;+.2 + 0,:,.30, :+ .,:./=+,+ 2:+, .72 +, /.2 ;+.2 + 3:/0<72* <0<0+,.2* 3.++.2* 0,.+2:3:. +:3.0<.  S+Q, /72 +2:/.72 +/ =7+/.=0+,7 ?0;:/037 2+ ?. :0/0.7 :, .,3?7 +2./+ 37,2.,+ .. +/ .=7 +, +2:07 +,0+,7 /72 20:0+,+2 +2:/.72 +/ 3;/3:/7 ?0;:/037 ANCHO RIO

TIRANTE

RECOMENDADO

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 E, +2+ 3.27 2+ .2:=+ :,. 7:,0. + 30=+,.30, =@,0=. + 1## =+72  E/ .,27+ 7./ + 2/072 +/ @7 J.//.?:.* :+ 0,+2.@. ./ .=7 + ++,2. 0++.* 2+ .2:=+ /72 !1&& =0/+2 + =& :.,+ :, .7 7=+07 ? L.2 +2:3:.2 02+..2  7:+2.2 +, /.2 +2 ./+,.0<.2 +2;, 2:+.2 . :, 02+7 ?0;:/037  +2:3:./ 2+Q, 37+27,.,* +2.2 +2:3:.2 +2;, 02+..2 .. 277.  ?.3+ .,20. :, 3.:./ + 02+7 TR5# .72 $ 8)8 =&2

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RECOMENDACIONES . S+ +37=0+,. +./0. .772 :0,3+,./+2  =+,2:./+2 +, +/ @7 J.//.?:. 7 .:.2 ..7 +, +/ 07 M.3.0=.7* +2. 0,7=.30, 2+; Q0/ .. /. +<./:.30, ?@03. +/ .=7 +, +2:07  S+ +37=0+,. +/ =:+2+7  .,;/0202 +, /.7.707 + /72 2+0=+,72 :+ ..2. +/ 07 . >, + ++=0,. +/ 2+0=+,7 + 7,7 .3:=:/.7 +, +/ /+3?7 +/ @7 J.//.?:.




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REFERENCIAS ALA R.=02 !##)* EVALUACION DE LOS RECURSOS HIDRICOS EN LA CUENCA DEL RIO HUANCANE* E2:07 H07/037 B.,+2* H.* J 1)6" R7:?,+22 C?..3+02032 7 N.:./ C?.,,+/2 US G+7/703./ S:<+/* _.+ S:/ P.+ 184)* _.2?0,7, DC C?.,27,* H:+ 1))) T?+ H.:/032 7 O+, C?.,,+/ F/7 J7?, _0/+ b S7,2 I,3* N+ Y7 C?7* V+,T+* DR M.0=+,* L_ M.2 1))4* HIDROLOGIA APLICADA* M3G. - H0// C7.,* _L 1)56 E20=.0, H.:/03 R7:?,+22 C7+c30+,2 A03:/:./ E,0,++0,* V7/ &"* N7 "*  4"&-4"5 F++./ H0?. A=0,02.07, 1))5 E<./:.0, S37: . B0+2* F++./ H0?. A=0,02.07,* HEC N7 18* P:/03.07, N7 FH_A-IP-)#-#1"* & E007,* N7<+=+ 1))5* _.2?0,7, DC H7/703 E,0,++0, C+,+* !##1 HEC-RAS R0<+ A,./202 S2+=* H.:/03 R+++,3+ M.,:./* US A= C72 7 E,0,++2* D.<02* CA H7/703 E,0,++0, C+,+* US A= C72 7 E,0,++2* !#11* HEC-HMS H7/703 M7+/0, S2+=* U2+ M.,:./* USA M7,2./<+ S* G+=;, 1))) H07/7@. +, /. I,+,0+@.* S+:,. E030,* E070./ E23:+/. C7/7=0.,. + I,+,0+@. - A/.O=+.* C7/7=0. P7,3+* VM 1)8)* E,0,++0, H7/703* P+,03+ H.// R03?.27,* EV* DB S0=7,2 ., P J:/0+,* 1))# H0?.2 0, ?+ R0<+ E,<07,=+,* FH_A-HI-)#-#16* F++./ H0?.2 A=0,02.07,* US D+..=+, 7 T.,27.07,* _.2?0,7,* DC V;2:+ V* A2./,* !### M.,+7 + C:+,3.2 A/7.,0,.2* T7=72 I  II* C?./+2 S:7,* L0=. P+Q FISR_G 1))8 S+.= C707 R+27.07, P0,30/+2* P73+22+2* ., P.303+2 B F++./ I,+.+,3 S+.= R+27.07, _70, G7: USA PERPEC P7.=. + E,3.:.=0+,7 + R@72  P7+330, + E2:3:.2 + C..30, !##5* E+0+,+ T3,037 + D++,2.2 R0++.2 @7 R.=02* P:,7 T+;, A* R:,* 1))8* D02+7  C7,2:330, + D++,2.2 R0++.2* C?./+2 S:7,* L0=. P+Q J:/0+,* P0++ Y !##! R0<+ M+3?.,032* C.=0+ U,0<+20 P+22* C.=0+* U,0+ 0,7= M+/<0//+* B _ 1))" P0+ ., .:=+, 237: I,+.+ .7.3? ASCE J7:,./ 7 H.:/03 E,0,++0,* V7/ 1!&* N7 !* F+:. UNESCO-__AP !##) E/ A:.* +, :, =:,7 +, 3.=07 & I,7=+ + /.2 N.307,+2 U,0.2 27+ +/ D+2.7//7 + /72 R+3:272 H@0372 +, +/ M:,7 :,+2377.+. V0//, M* !##6 H07/7@.* L0=.




ANE^OS




ANEO 1 C./3:/7 + S73.<.30, G+,+./ +, .=72 + 0,+2* 07 J.//.?:.




ANEO " S+3307,+2 .,2<+2./+2 +/ @7 J.//.?:. .,./0.7 37, K:7 +=.,+,+ .. 0++,+2 +0772 + +7,7 37, HEC RAS




ANEO # COEFICIENTE DE MANNING



ESTUDIO DISEÑO HIDRAULICO DEFENSA RIBEREÑA.docx

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