Estudio de Riesgos Anco-la Mar

ESTUDIO A NIVEL DE PERFIL TECNICO: ““AMPLIACION DEL SISTEMA DE AGUA POTABLE EN 9 ANEXOS DEL CENTRO POBLADO DE LECHE MAYO, DISTRITO DE ANCO -LAMAR-AYACUCHO”

ESTUDIO DE RIESGOS “AMPLIACION DEL SISTEMA DE AGUA POTABLE EN 9 ANEXOS DEL CENTRO POBLADO DE LECHE MAYO, DISTRITO DE ANCO-LAMAR-AYACUCHO”

201 ESTUDIO DE RIESGOS

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ESTUDIO A NIVEL DE PERFIL TECNICO: ““AMPLIACION DEL SISTEMA DE AGUA POTABLE EN 9 ANEXOS DEL CENTRO POBLADO DE LECHE MAYO, DISTRITO DE ANCO -LAMAR-AYACUCHO” ÍNDICE RESUMEN EJECUTIVO INTRODUCCIÓN 1.- ASPECTOS GENERALES 1&1&- ANTECEDENTES 1&2&- OB'ETIVOS 1&(&- IMPORTANCIA DEL AN)LISIS DE PELIGRO Y VULNERABILIDAD 1&&- MARCO NORMATIVO 2.- ASPECTOS TEÓRICOS – CONCEPTUALES 2&1&- DESASTRES& 2&2&- GESTI*N DE RIESGOS DE DESASTRES 2&(&- ESTIMACI*N DE RIESGOS 2&&- PELIGRO 2&+&- VULNERABILIDAD 3.- DESRIPCIÓN DEL ENTORNO GEOGRÁFICO (&1&- UBICACI*N GEOGR)FICA Y POLTICA (&2&- EXTENSI*N (&(&- LMITES (&&- POBLACI*N (&+&- ACCESIBILIDAD (&&- VAS DE COMUNICACI*N (&.&- SERVICIOS B)SICOS (&/&- CLIMA (&9&- SUELO (&10&- RELIEVE (&11&- HIDROGRAFA (&12&- PENDIENTE (&1(&- GEOMORFOLOGA (&1&- GEOLOGA (&1+&- GEOTECNIA 4.- ANÁLISIS DEL ÁREA DE INTERVENCIÓN 4.1.- UBICACIÓN Y DELIMITACION GEOGRÁFICA 4.2.- CARACTERIACIÓN FÍSICO NATURAL &2&1&- ALTITUD &2&2&- SUELO &2&(&- RELIEVE &2&&- HIDROGRAFA &2&+&- PENDIENTE &2&&- GEOMORFOLOGA &2&.&- GEOLOGA &2&/&- GEOTECNIA ESTUDIO DE RIESGOS

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ESTUDIO A NIVEL DE PERFIL TECNICO: ““AMPLIACION DEL SISTEMA DE AGUA POTABLE EN 9 ANEXOS DEL CENTRO POBLADO DE LECHE MAYO, DISTRITO DE ANCO -LAMAR-AYACUCHO” &2&9&- MAPA HIDROGR)FICO 4.3.- CONDICIONES LOS ANE!OS Y AMBIENTAL. &(&1&- ACTIVIDADES ECON*MICAS PRINCIPALES &(&2&- USO ACTUAL DEL SUELO &(&(&- TENDENCIAS DE CRECIMIENTO &(&&- DENSIFICACI*N DE LOS ANEXOS &(&+&- SISTEMA VIAL &(&&- PROBLEMAS AMBIENTALES 4.4.- PELIGROS IDENTIFICADOS &&1&- IDENTIFICACI*N DE PELIGROS EN EL DISTRITO &&2&- IDENTIFICACI*N DE PELIGROS EN EL SECTOR CRTICO &&(&- PELIGROS DE ORIGEN NATURAL EN EL SECTOR CRTICO &&&- PELIGROS TECNOL*GICOS EN EL SECTOR CRTICO &&+&- NIVEL DE PELIGROS 4.".- CONDICIONES DE VULNERABILIDAD &+&1&- IDENTIFICACI*N DE ELEMENTOS VULNERABLES &+&2&- UBICACI*N EN RELACI*N AL ENTORNO GEOGR)FICO &+&(&- FRAGILIDAD &+&&- RESILENCIA &&- CONCLUCIONES

RESUMEN EJECUTIVO ESTUDIO DE RIESGOS

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ESTUDIO A NIVEL DE PERFIL TECNICO: ““AMPLIACION DEL SISTEMA DE AGUA POTABLE EN 9 ANEXOS DEL CENTRO POBLADO DE LECHE MAYO, DISTRITO DE ANCO -LAMAR-AYACUCHO” V#$ 3% $45#%  678%8 3% 4%3#%  #%  35 $;#4#%8# < 3 =$ ;=$4#$%6#$> 3 5#5>6%, L% M=$#4#?%3#% D#5>8#>%3  A$4, 4$5#8%% 46 =$ #5>8#> $ 5%8833 T#$ 46 6>% “P868 3% 8=44#@$  8#5"5  5%5>85 6#%$> 3% %3=%4#@$ 3 8#5"  5%5>85 < 74=4#@$  6#%5  ?8$4#@$ < 6#>#"%4#@$ 3 8#5"”& P%8% 4=6?3#8 5%>#5;%4>8#%6$> 3% ?85$> 6>%, 3% M=$#4#?%3#% D#5>8#>%3  A$4, ?85$>% 3 5>=# % $#3  ?8;#3 >4$#4: “A$!3#5#5  P3#"8 < V=3$8%#3#%  35 S4>85 C8>#45 = ?=%$ #5>#8 $ > 3 #$%&'()% *+),/%*' 0* ' 0 (0#)0(+ '0 /' (%/,((+ 0/,((+ & $'*'$5%$+%.6 P%8% 3 ?85$> 5>=# 5 #$>#;#4%8!$ < %$%3#%8!$ 35 ?3#"85 < =3$8%#3#%5  35

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PROYECTO 77AMPLIACION DEL SISTEMA DE AGUA POTABLE EN 8 ANE!OS DEL CENTRO POBLADO DE LEC9E MAYO DISTRITO DE ANCO -LAMAR-AYACUC9O6  S %$%3#%8! 35 ?3#"85 #5>$>5 $ 4%% 54>8 48>#4, 4$5#8%$ = 3 ?3#"8, 5 3% ?8%#3#%  4=88$4#%  =$ ;$@6$ $%>=8%3  #$=4# ?8 3% %4>##% 3 68, ?>$4#%36$> %#$,  =$% 6%"$#>= %% = ?=% ?87=#4%8 3 ?8& P%5 5#"=#$> 5 %$%3#%8! 3 "8%  =3$8%#3#%  35 54>85 48>#45, 4$5#8%$ = 3% =3$8%#3#%, 5 3 "8%  #3#%  ?5#4#@$  =$ 36$>  4$7=$>  36$>5 ;8$> % 3% 4=88$4#%  =$ ?3#"8 $%>=8%3  %$>8@?#4  =$% 6%"$#>= %%& D#45 %$!3#5#5 58! #$>8?8>% 6#%$> =$ 63 4%8>"8!;#4, 3 4=%3 5 ?845% 4$ 3 =5  35 S#5>6%5  I$;86%4#@$ G"8!;#4%, 3%5 4=%35 >$8!$ 46 85=3>% 3 M%?%  P3#"8 < 3 M%?%  V=3$8%#3#%&

INTRODUCCIÓN ESTUDIO DE RIESGOS

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ESTUDIO DE RIESGOS

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ESTUDIO DE RIESGOS

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