Levantamiento Del Patio Central Del Anexo n

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LEVANTAMIENTO TOPOGRAFICOCON TEODOLITO EN EL PATIO -

ANEXO N8 DE LA UNIVERSIDADNACIONAL FEDERICO VILLARREAL

VCTOR ARON RODRGUEZ GONZALES

UNIVERSIDAD NACIONAL FEDERICO VILLARREAL

FACULTAD DE ING. GEOGRAFICA, AMBIENTAL YECOTURISMO

ING. GEOGRAFICA

Lima-P!"#$%&

INDICE

Pg.1. RESUMEN 3

2. INTRODUCCION .... 4


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LEVANTAMIENTO DEL PATIO CENTRAL DEL ANEXO N8 DE LA UNFV

3. CONTENIDO ... 5

3.1.1. TEORIA 5

3.1.2. OBJETIVOS .

3.1.3. METODO ! METODOLO"IA ... 8

3.1.4. MATERIALES .. 8

3.1.5. PROCEDIMIENTO .. #

3.1.. RESULTADOS . 11

4. CONCLUSIONES .... 14

5. RECOMENDACIONES .. 14

. BIBLIO"RAFIA .. 15

$. ANEXOS .. 1

RESUMEN

E% &'(& )*&'&%(& (*+,+- /+0' + %&* & )*&/0&%( /& &+%(+0&%( ()g*% (&/( /& )+( &%(*+ /& +%&6 N8 /& + U%&*'/+/ N+%+ F&/&*V+**&+. T&%&%/ &% 7&%(+ ' )*%)+&' )*%)' /& + ()g*++. E'( + '7 &9%&*&0' + %'(++:% /& (&/( &&(*:% % *&')&( + 7% )7%( %/.

E0)&9+0' % & &'(+%+0&%( /& (&/( &&(*:% % *&&*&%+ &% 7% )7%(%/; 7&g )*&/0' + %7+* % + '&g7%/+ &'(+:%


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)+(. L7&g &0)&9+0' + + &(7*+ /& ' )7%(' =+ 7,+/' &% & (&**&% )* & 0>(//& *+/+:%. T0+%/ + +(7*+ /& %'(*70&%(; +%g7' ?*9%(+&' = &*(+&'; = +'/'(+%+ /& ' )7%(' ?++ + &'(+:%; &'( )* ' 7' % ' ?' &'(+/0&(*'.

F%+9+0' % + &+,*+:% /& )+% &% g+,%&(&; % + 7(9+:% /& '(@+*& /&

A7(+/ C 3D.

INTRODUCCION

E'(& &+%(+0&%( '& &-&7(: &% & +%&6 N8 /& + U%&*'/+/ N+%+ F&/&*V+**&+. 7& '& &%7&%(*+ 7,+/+ &% & /'(*( /& C&*+/ /& L0+ P*%+ /& L0+ =*&g:% /& L0+.

-'-


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VCTOR ARON RODR"UE "ONALES

E &+%(+* 7% (&**&% '& ?+ 7&( 0&%' (&/' g*++' + + &7:% %(%7+ /& '%'(*70&%(' ()g*'; +%(&' ' (*+,+-' /& +0) '& ?++% % %&&';


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PUESTA EN ESTACION DEL TEODOLITO Y MEDIDA DE ANGULOSORIZONTALES

La /)a )a2i1 2*mi4a 2* (a 2*(*2a2i1 a+2a+a +( )!?/*+ ( /)* /!


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Si !3i! +)!mia! ( a0(* + 2a+a +i!22i1 2* !:!2ia a(*!i0, 7ia(i4a L 2* ( *!i0 9a0ima( $ $$ $$ *6! ( /!im!/)*, + ma!a 3;

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L% L% 2

MEDICION DE ANGULOS Y DISTANCIAS

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La (*2a(i4a2i1 + /)* 5 (a *!i)a2i1 + (?a +/+ + (a m+i+a +

a0(* 5 +i!22i*.L* a0(* mi+ :*!ma *!i4*)a( 5 7!)i2a(, +/+i+* +( /(a* ( 3 mi+. L* a0(* *!i4*)a( * (a m+i+a 6i2a 3 2i)a /a!a +)!mia! !m6* 5 a4im). L* a0(* 7!)i2a( )i(i4a /a!a +)!mia! +i7( *6! ( )!!* a /a!)i! +( a0(*4i)a(.

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Am/(i)+.- ( 7a(*! i+a+ /!:!)m) 9a0ima(, +2i! 0!a+* =>, mi)* =K>, 0+* =K>.

Pa!a m+i2i* +( )!!*, 2a!i* :2)a! 2*i+!a2i*/2ia(, / ( )(2*/i* +( )*+*(i)* * +2!i6 /(a* *!i4*)a(

2* (a (?a + 2*(ima2i1, i* /(a* i2(ia+* =a(7* )! /)* +i0a( (7a2i1> ( 2a( i)!7i ( a0(* 7!)i2a(.

C*m* (a 7ia( i2(ia+a, + 2i+a+ +)!mia! /!*522i1 *6!(* /(a* *!i4*)a( 5 7!)i2a( 5 a((a! (a +i)a2ia *!i4*)a( =!+2i+a> 5 (+i7( im()am).

Ua + (a )@2i2a )*/*0!2a /a!a +)!mia! !/i+am) (a +i)a2ia,+i!22i1 5 (a +i:!2ia + (7a2i1 (a )a3im)!?a a /a!)i + a*(a )a2i1 /+ )a6(2! /)* mi2*)!*(a+* = /*i2i1*!i4*)a(> 5 /*! i7(a2i1 )!i0**m@)!i2a a((a! (a +i:!2ia + a()!a.

La (imi)a2i* + /!i2i* /!*7i + (a 2*+i2i* a)m*:@!i2a.A+m 2a+* am)am* (a +i)a2ia, )! ( a/a!a)* 5 (a mi!a, (a/!2ii1 +imi5 +6i+* a +i)i)a 2a/a + ai!. N* *6)a) *6)i /!2ii* 2!2aa a %%$$$ 5 ma5*!.

FORMULAS

C*m* (a ma5*!?a + (a 7ia( 2* )*+*(i)* * i2(ia+* +6i+* a (a2*0!a2i1 7a!ia) +( )!!* 5 3 (a (*0i)+ i)!2/)a+a (*6! (a mi!a *)i+* a /(*m* 5 /*! (* )a)* (a +i)a2ia i2(ia+a !+2i+a a +i)a2ia *!i4*)a( 5 7!)i2a(, +6 a/(i2a! :*!m(a++2i+a /a!a 2a+a * + (* 2*m/*).

Pa!a (a +i)a2ia i2(ia+a;

D% %=%$$> C*m* I i:, +i:!2ia + (* i(* /!i*! i:!i*! 5 (a 2i:!a

%$$ ( 2*2i) +ia)im*m)!i2* +( a)*=%$$>

Pa!a (a +i)a2ia *!i4*)a(;

Di= (hshinf . ) (100

)sin

2

Z +C=Disin

3

Z +C

E)a :*!m(a )i(i4a 2a+* ( 2!* 5 ii2ia( 2)!a ( 4i) +(a/a!a)* ( 2a( C a 2*)a) a+i)i7a + /3a ma0i)+.

Ma5*!m) )i(i4a (a i0i) :*!m(a 3 )a :2i1 +( a0(*

7!)i2a( !)a+* $, i+* =90 v , +*+ 7 ( a0(* 7!)i2a(

(?+*.

Dh=Di .cos2 +C

Pa!a (a +i:!2ia + a()!a;F*!m(a + +i:!2ia + a()!a, :2i1 +( *;

--


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diferencia de altura=1

2Di . sin2V+C+(im)

D*+;M a()!a ++ ( /)* a)a ( i(* m+i* =2ai im/! i m>

OBJETIVOS:

E-&7:% /& &+%(+0&%( ()g* % & 7' /& (&/( &&(*:%. O,(&%:% /& + ,+'& /& /+(' /& ' *&')&(' )7%('. O,(&%:% /& + 0&/:% /& /&(+&'.

METODO Y METODOLOGIA:

N de semana 1RA SEMANA 2DA SEMANA

Dias L M M J V L M M J VReconocimieno XU!icaci"n de #os$%nos

X

Medicion con ciname&ica

X

E#a!o&acion de#

in'o&me eo&ico

X X X

Dise(o en e# $#ano X X

MATERIALES

T&/( E&(*:% C+7+/*+&%(+

L,*&(+ ()g*K+ C%(+ M&(*+

-8-


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)ROCEDIMIENTO:

*S& *&+9+ & *&%0&%( /& +0). E'( %' )*)*%+ %*0+:% )+*+G

L+ 7,+:% /& ' )7%(' /& %(*. C%&* () /& %'(*70&%( '& + + 7(9+* = % )*&':%. E% &'(& +'

&' & (&/(

+S& ,(&%& + %/70&%(+*+ (*+; ,*-7+; +7+/*+ = ,*&(+ /& +0).

,S& ?++ +' */&%+/+' /& 7% )7%( /%/& '& + + 7,+* & (&/( )&*0(>%/%''+,&* + g&*&&%+:% /& ' /&0' )7%('


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/ N&+:% /& I%'(*70&%( % & %& (7,7+*G

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CONCLUSIONES:

O,(70' & &+%(+0&%( /& )+( % & 7' /& (&/(. R&+9+0' + (0+ /& /+(' /& 113 )7%('. S& g+%: &6)&*&%+ = *+)/&9 &% &&* % & (&/(.

RECOMENDACIONES:

L+ %(+


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1. M*+ B+&'(&*'; S. 1## Topografa prctica. L0+ Q P&*G E/(*+ M Q C

2. g+ D+9; .B. 21 Topografa. L0+ Q P&*G E/(*+G "*7)U%&*'(+*

3. TOPO"RAFA T>%+' M/&*%+'; J*g& M&%/9+ D7&+'.

4. OLF BRINER; P+7.T)g*++.2. M>6. E/. A+0&g+. %&%+

&/:%.835))5. TOPO"RAFIA; I%g. +(&* g+ D+9. MCORMAC; J+.25.()g*++.&/(*+ 07'+ @&=S.A.0&6.41))

ANE2OS

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Levantamiento Del Patio Central Del Anexo n