Trabajo Final de Drenaje

UNIVER UNIVERSID SIDAD AD NACION NACIONAL AL DE PIURA PIURA

ESCUEL ESCUELA A PROF PROFESI ESIONA ONAL L DE DE INGEN INGENERI ERIA A AGRIC AGRICOLA OLA

UNIVER VERSID SIDADNACI DNACION ONA AL DE PIURA URA FACULTAD DE AGRONOMÍA ESCUELA PROFESIONAL DE INGENIERÍA AGRÍCOLA INGENIERIA DE DRENAJE

“DISEÑO DE UN SISTEMA DE DRENAJE LA ARENA-SECTOR SANTA CRUZ VERDE-EL MOLINO” ALUMNOS:

GRANADINO VICENTE GUALBERTO. MARCHAN GUERRERO DAVID. ARMIJOS RAMIREZ RAMIREZ HIDERBAN MORENO CHIROQUE RAUL. NAMUCHE RUFINO JULISA. PAIVA NIEVES DANIEL. ARRIETA CARRASCO CARRASCO PERCY.

DOCENTE : ING. SALAZAR CHA CHAVESTA VESTA LORENZO.

DISEÑO DE UN SISTEMA DE DRENAJE SUBTERRANEO

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UNIVER UNIVERSID SIDAD AD NACION NACIONAL AL DE PIURA PIURA

ESCUEL ESCUELA A PROF PROFESI ESIONA ONAL L DE DE INGEN INGENERI ERIA A AGRIC AGRICOLA OLA

INDICE

N° PAGINA

CAPITULO I 1. INTRODUCCIÓN .................................................. ................................................................................ ........................................................... ........................................... .............. 4 1.1. 1.1. CARA CARACTE CTERIZ RIZAC ACIÓ IÓN N DEL TEMA................... TEMA................................................. ............................................................ ........................................... ............. 4 1.2. IMPORTAN IMPORTANCIA CIA DEL DEL PROYE PROYECTO CTO DEL DEL PROYE PROYECTO CTO DE DE DRENAJE.................... DRENAJE............................................ ........................  1.3. 1.3. PLAN PLANTEA TEAMI MIEN ENTO TO DEL PROBL PROBLEM EMA. A. ................................................. ............................................................................... ................................... .....  1.4. OBJETIVOS................... OBJETIVOS................................................. ............................................................ ........................................................ .......................... .................. ! 1.5. HIPÓTESIS.................. HIPÓTESIS................................................ ............................................................ .......................................................... ............................ .................. ! 1.6. 1.6. APLI APLICA CACI CIÓN ÓN PRÁCT PRÁCTICA ICA ................................................. ............................................................................... ...................................................... ........................ ! 1.7. 1.7. MARC MARCO O TEOR TEORIC ICO O ................................................. ............................................................................... ............................................................ ................................. ... " 1.. 1.. DREN RENAJE A!R"COLA.................. A!R"COLA................................................ ............................................................ .......................................................... ............................ .. " 1.#. 1.#. DISE$ DISE$O O HIDRÁ HIDRÁUL ULIC ICO. O. ................................................. ............................................................................... ...................................................... ........................ 1# $. UBIC UBICAC ACIÓ IÓN N DEL DEL AREA AREA DE DE TERR TERREN ENO O. .................................................. ................................................................................ ....................................... ......... 11 2.1. 2.1. LOCAL OCALIZ IZAC ACIÓ IÓN N. ................................................. ............................................................................... ............................................................ .................................. .... 11 2.2. 2.2. UBICA UBICACI CIÓN ÓN !EO!R !EO!RÁ%I Á%ICA. CA. ................................................. ............................................................................... ............................................... ................. 11 2.3. 2.3. TIPO TIPO DE DE INV INVES ESTI! TI!AC ACIÓN IÓN.. ................................................. ............................................................................... ................................................ .................. 1$

2.4. M&TODO. ................................................. ............................................................................... ............................................................ ........................................... ............. 1$ 2.5. 2.5. MANE MANEJO JO DEL PRO PROYECTO YECTO.. ................................................. ............................................................................... ................................................ .................. 1$ 2.6. 2.6. ESTUDI ESTUDIOS OS EDA% EDA%OL OLÓ! Ó!ICO ICOS. S. ................................................. ............................................................................... ............................................. ............... 1$ 2.7. 2.7. MATE MATERI RIAL ALES ES Y E'UIPOS................... E'UIPOS ................................................. ............................................................ .................................................. .................... 1% %. CALCULO PARA PRUEBAS DE LABORATORIO .................................................. ................................................................................ .............................. 14 3.1. CALCULO DE LA CONDUCTIVIDAD HIDRAULICA ................................................. .................................................................. ................. 14


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UNIVERSIDAD NACIONAL DE PIURA

ESCUELA PROFESIONAL DE INGENERIA AGRICOLA

4. DATOS METERELOGICOS ............................................................................................................... 1& 4.1. LECTURAS DE POZOS DE OBSERVACION............................................................................... 1' . CALCULO DEL SISTEMA DE DRENAJE............................................................................................. $1 5.1. METODO DE HOO!HOUDT ................................................................................................... $1 5.3. METODO DE ERNTS ............................................................................................................... $4 !. CONCLUSIONES ( RECOMENDACIONES ........................................................................................ $" 6.1 CONCLUSIONES ....................................................................................................................... $" 6.2. BIBLIO!RA%IA ........................................................................................................................ $& ". ANE)OS ................................................................................................................................ ......... $' 7. 1.DISE$O E INSTALACION DEL SISTEMA DE DRENAJE ............................................................. $'


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CAPITULO I 1. INTRODUCCIÓN 1.1.

CARACTERIZACIÓN DEL TEMA.

En l !"#$$ $% P"#&' $"()&")* $% l A&%n' l*( +&*,l%( $% $&%n% (*n !$ /%0 1( 2#$*(' +&*$#!)* $% #n "n$%!#$* n%* $% l( 2#( %n l( 0*n( $% &"%2*' 3 l !*n)"n!"4n +*& /%&)""%n)*(' $%1( $% l !*l)!"4n $% (%$"%n)*( 3 l 5&*n$*("$$ $% l /%2%)!"4n' %() (")#!"4n )&%&1 !** !*n(%!#%n!" l n%!%("$$ $% "n()l& %6)%n(*( 3 !*()*(*( ("()%( $% $&%n%' +& !*n)&*l& %n ,#%n 5*& l 7#%$$ $%l (#%l* 3 +& *)*&2& %*&%( !*n$"!"*n%( +& %l !&%!""%n)* 3 $%(&&*ll* $% l( +ln)(. S"n %,&2* +&%/"*  l "+l%%n)!"4n $% !#l8#"%& ("()% $% $&%n%' (%&1 n%!%(&"* *,)%n%& l 3*& "n5*&!"4n +*(",l% $% l*( (#%l*( 8#% (% /n  $&%n&. A$%1( (% )%n$&1 %n !#%n) l*( $"5%&%n)%( %()#$"*( 7"$&*l42"!*(' 7"$&1#l"!*(' %()#$"*( $% (#%l*(' +&#%,( $% (l"n"$$' 3 $%1( (% $%()!n9 !l("5"!!"4n $% l*( (#%l*(' l%/n)"%n)*( )*+*2&15"!*(' $%)%&"n!"4n $%l n"/%l 5&%1)"!* 3' l $%)%&"n!"4n $% l2#n( !*n()n)%( 7:$&"!( $% l*( (#%l*(. En l !"#$$ $% P"#& %l !#l)"/* $% &&*0 *!#+ %l ;<= $% l +&*$#!!"4n &%2"*nl 3 %l ><= $% l +&*$#!!"4n n!"*nl. C#l)"/* "+*&)n)% +*& (# 1&% !*(%!7$ n#l%n)% !** +*& %l +*&)% 8#% 7!% %l Vl*& B&#)* $% l P&*$#!!"4n VBP- $%l (%!)*& 2&:!*l. L +&*$#!!"4n $% &&*0 !1(!& )"%n% ),"?n #n 2&n "+*&)n!" %!*n4"! 3 (*!"l' +*& l 2&n !n)"$$ $% *&nl%( 8#% $%n$ %()% !#l)"/* n#l%n)%. L*( +&"n!"+l%( /ll%( +&*$#!)*&%( $% %()% !%&%l (*n9 P" #&' C7"& 3 Sn L*&%n0*' ("%n$* #n* $% l*( +&"n!"+l%( 5!)*&%( $% l l #)"l"0!"4n $% l*( (#%l*(' +& %ll* (% &%l"0$* l %/l#!"4n $% l*( $"5%&%n)%( (+%!)*( n)%( %n!"*n$*(' +& !l!#l& l*( $"5%&%n)%( /&",l%( %n l*( $"(%@*( )n)* +& $&%n% ,"%&)* 3 (%&&$*'  !*n)"n#!"4n (% $%)lln9 C+!"$$' +&*5#n$"$$ * 16"* n"/%l $% l ),l $% 2#' 2&$"%n)% 7"$&1#l"!*' /%l*!"$$ 16" +%&"(",l%' +%n$"%n)% $% l*( )l#$%(' #,"!!"4n $% l*( $&%n%( ,"%&)*( 3 !&!)%&:()"!( 7"$&1#l"!(' 3 +& l*( $&%n%( (#,)%&&1n%*( l "$%n)"5"!!"4n $% l*( ("()%( ("+l%( 3 !*+#%()*(' +&*5#n$"$$' 2&$"%n)% $% l( l:n%( $% l*( )#,*(' $"1%)&* $% l*( $&%n%( 3 (# &%(+%!)"/ #,"!!"4n' )*$* %()* *,%$%!% 3 %()1 %n 5#n!"4n  l*( +ln*( 8#% (% &%l"0&n $% "(*+&*5#n$"$$' +"%04%)&*(' #,"!!"4n $% l &%$ $% 5l#*' !#&/( 7"$&*"(*7"+((.


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1.2.


IMPORTANCIA DEL PROYECTO DEL PROYECTO DE DRENAJE.

El +&%(%n)% )&,* %( "+*&)n)% +*&8#% %n l 0*n *,%)* $% %()#$"* n* %6"()% "n5*&!"4n )?!n"! (*,&% l( $"%n("*n%( 3 $"()n!""%n)* $%!#$*( $% #n ("()% $% $&%n% ,"%&)* Zn( 3 $%1( (%&&$* )#,*( S# &%l"0!"4n %( #3 )&(!%n$%n)l +*& %l 7%!7* $% 8#% %$"n)% l #)"l"0!"4n $% l( 54&#l( $% E&n() +& %l !1l!#l* $% %()% ("()%' +%&")"&: $%)%&"n&(% $% %*& n%& l +&*5#n$"$$ 3* $"()n!""%n)* $% l( 0n(' 3 8#% (*n l( 1( !)#l"0$( %n !*+&!"4n !*n l( $% H**27*#$) !*n l 8#% (% 7 $"(%@$* l 3*&: $% l*( ("()%( $% $&%n%( +& %l !#l)"/* $% &&*0.

1.3.

PLANTEAMIENTO DEL PROBLEMA.

El +ln)%"%n)* $%l +&*,l% "+l"! l 5*&#l!"4n $% l( ("2#"%n)%( +&%2#n)(9 C#1l %( %l $"2n4()"!* %$15"!* $%($% %l +#n)* $% /"() $% $&%n% $% l*( (#%l*( $%l 1&% %n %()#$"* A 8#? +&*5#n$"$$ (% #,"! l !+ 5&%1)"! %n l 0*n Q#? +&*5#n$"$$ $%,%n )%n%& l( 0n( $% %()% ("()% +& n)%n%& l !+ 5&%1)"! %n #n n"/%l $%!#$* +& %l ,#%n $%(&&*ll* $% l( &:!%( $%l !#l)"/* $% &&*0. Q#? 5!)*&%( (% $%,% )%n%& %n !#%n) +& l %%!#!"4n $%l +&*3%!)* %n %l !+* C4* $%,% (%& l &%$ $% *,(%&/!"4n C4* &%l"0& l %()"!"4n $% l !n)"$$ $%l 2#  (%& $&%n$ $%1( $% l (%l%!!"4n' $"(%@* % "n()l!"4n $% #n ("()% $% $&%n%


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1.4.


OBJETIVOS

1.4.1. OBJETIVO GENERAL

D"(%@& #n ("()% $% $&%n% %$"n)% $&%n%( ,"%&)*( +& %l !#l)"/* $% &&*0 %n l 0*n $%l ,* P"#&-l &%n-(%!)*& !� /%&$% %l *l"n* 1.4.2. OBJETIVOS ESPECÍFICOS 

C&!)%&"0& l( +&*+"%$$%( 5:("!( $%l (#%l* $%l 1&% %n %()#$"*.



E(),l%!%& %l $"()n!""%n)* 3* $"%n("*n"%n)*( $%!#$*( +& $&%n%( ,"%&)*( %n %l !#l)"/* $% &&*0 %n l 0*n $%l ,* P"#&-l &%n- (%!)*& !� /%&$% %l *l"n*.



D%)%&"n& %l n"/%l 5&%1)"!* 4+)"* %n %l )"%+* $% $&%n% 8#% %l !#l)"/* $% &&*0 &%8#"%&%' %n %()% (%!)*&. Cl!#l* $% l*( $"5%&%n)%( +&1%)&*( 7"$&*2%*l42"!*( !** %( %l !(* $% l +*&*("$$ %5%!)"/' %l 2&$"%n)% 7"$&1#l"!*' l )&n("(","l"$$' %)!.' )%n"%n$* %n !#%n) l l%3 $% D&!3.

1..

!IPÓTESIS

E( +*(",l% $% 8#% !*n l %)*$*l*2: $% l %!#!"4n $% E&n() (% *,)%n2n $"()n!""%n)* 3* $"%n("*n"%n)*( 1( !*&$%( !*n l*( &%8#%&""%n)*( $% $&%n% $%l !#l)"/* $% &&*0' 8#% l +l"!& *)&*( ?)*$*(.

1.".

APLICACIÓN PR#CTICA

L +l"!!"4n +&1!)"! 8#% (% +#%$% l*2&& !*n l &%l"0!"4n $%l +&%(%n)% )&,*' %( l 2%n%&!"4n $% "n5*&!"4n (*,&%9 D"(%@* 3 n%* $% #n ("()% $% $&%n% 0*n $%l ,* P"#&-l &%n-(%!)*& !� /%&$% %l *l"n*. Fl#!)#!"*n%( $% l*( n"/%l%( 5&%1)"!*( 3 $% +&%!"+")!"4n +& l 0*n %n %()#$"*' L*( $"()n!""%n)*( 3 +&*5#n$"$$%( $%!#$( $% l*( !nl%( +& %l !#l)"/* $% A&&*0.


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1.$.


MARCO TEORICO

S%2n S%&%' M. (1))4*' %l ("()% (#%l* !*n("()% $% +&):!#l( (4l"$( $% $"5%&%n)%( )@*(' l( !#l%( (% 7n !l("5"!$* $% !#%&$*  (#( $"1%)&*( %8#"/l%n)%( %n9 &%n' l"* 3 &!"ll. E()( 5&!!"*n%( )"%n%n $"1%)&*( %8#"/l%n)%( %n l*( &n2*( $% .  .' .  . 3 %n*&%(  8#% .  &%(+%!)"/%n)%. L +&*+*&!"4n $% %()( )&%( 5&!!"*n%(' $%)%&"nn l )%6)#& $%l (#%l*. L 5"nl"$$ 8#% +%&("2#% %l $&%n% %( n)%n%& l( !*n$"!"*n%( $%!#$( $% "&%!"4n 3 !)"/"$$ ,"*l42"! %n %l (#%l*' +& 8#% (% $? %l $%(&&*ll* n*&l $% l( &:!%( $% l*( !#l)"/*(. T,"?n %l $&%n% +%&")% l %l""n!"4n $% (l%( $% (#%l* 3 %l n)%n""%n)* $% #n ,ln!% (l"n*.

1.+.

DRENAJE AGRÍCOLA.

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B0/,5/ >KK> "n$"! 8#%9 L )%6)#&' $%n("$$ +&%n)%' +*&*("$$ 3 !&* +*&*("$$ (*n 5!)*&%( $%l (#%l* l*( !#l%( (*n 5#n$%n)l%( %n %l $"(%@* $% l*( $&%n%(. P& %l n1l"("( $%l +%&5"l $%l (#%l* %n l*( %()#$"*( $% $&%n% %( ,1("!* !*n()&#"& !l"!)( 8#% +%&")n nl"0& l( /&"!"*n%( $%l n"/%l 5&%1)"!* 3 l*( !,"*( $% )%6)#& %n l +&*5#n$"$$ $%l +%&5"l' (*,&% )*$* +& l*!l"0& %()&)*( &!"ll*(*( $% , +%&%,"l"$$ 3 l +&*5#n$"$$ $% l ,&&%& "+%&%,l%. S%&%  %6+&%( 8#%9 l( 54&#l( +& %l !1l!#l* $%l %(+!""%n)* $% l*( $&%n%( (% ,(n %n l*( +&"n!"+"*( $%l 5l#* $% 2# (#,)%&&1n%' +& %l !1l!#l* $%l %(+!""%n)* (% !*n("$%&n l( !*n()n)%( 7:$&"!( $% l*( (#%l*( )l%( !**9 !*n$#!)"/"$$ 7"$&1#l"! $% l*( $"5%&%n)%( %()&)*(' +&*5#n$"$$ $% l !+ "+%&%,l%' 3 %l %(+!"* +*&*(* $&%n,l% (: !** l*( &%8#%&""%n)*( $%l !#l)"/* +& l +&*5#n$"$$ $% l n"/%l 5&%1)"!* 3 l !+!"$$ $% $%(!&2. V/,6070 >KK' %n!"*n 8#% l $"(%@& #n ("()% $% $&%n% (% +&)% $%l +&"n!"+"* $% 8#% %l $&%n +&*/*! #n , %n l !&2 7"$&1#l"!' 8#% *&"2"n %l */""%n)* $% 2# 7!" ?l' 5*&1n$*(% #n !#&/' "( 8#% %( !*n*!"$ !** !#&/ $% ,)""%n)*' !#3 5*& %( #n %l"+(%. Z@"2 F89,/ 70 E&. D% !#%&$*  ILRI >K<9 l %!#!"4n $% E&n() >K' (% #)"l"0 %n (#%l*( 8#% +&%(%n)n $*( %()&)*( 3 %l l:")% %n)&% l*( $*( %()&)*( +#%$% %()& +*& %n!" * +*& $%,* $%l n"/%l $% l*( $&%n%(.

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CAPITULO II 2. UBICACIÓN DEL AREA DE TERRENO. 2.1.

LOCALIZACIÓN.

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2.2.

UBICACIÓN GEOGR#FICA.

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CAPITULO VII $. ANEOS $. 1.DISEO E INSTALACION DEL SISTEMA DE DRENAJE $.1.1. AREA DEL TERRENO

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$.1.2. PERFIL DEL TERRENO G%%<,0 0/& =%.

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$.1.3. POZOS DE


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$.1.4. DETALLE DE UN POZO DE OBSERVACION

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$.1.. FOTOGRAFÍAS DE CAMPO $.1..1. CALICATAS E INSTALACION DE POZOS


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$.1..2. FOTOGRAFÍA MOSTRANDO UN POZO AUGER !OLE. PRUEBA DE CONDUCTIVIDAD.

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$.1..3. LECTURAS DE AGUA EN LOS POZOS' SE UTILIZO VOLTIMETRO PARA DETERMINAR SU RESISTENCIA' ASI COMO PODER TAMBIEN LA PROFUNDIDAD DE LA NAPA FREATICA.

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$.1..4. PRUEBAS DE LABORATORIO' SE UTILIZO EL METODO DE BOYOUCUS


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Trabajo Final de Drenaje

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