PLANEAMIENTO-DE-VUELO (1).xlsx

7/25/2019 PLANEAMIENTO-DE-VUELO (1).xlsx

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Variacion de escala dentro de una faja

C(m)=0.152

1

LINEAma!= 1"5 #min=med= $".5 #med=min= 0 #ma!=

#= 1"5 % &0' ****

N

2

LINEAma!= 200 #min=med= 100 #med=min= 0 #ma!=

#= 200 % &0' ****N

&


#= 200 % &0' ****

N

'


#= 200 % &0' ****N


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5

LINEAma!= 250 #min=med= 1+2.5 #med=min= "5 #ma!=

#= 1"5 % &0' ****

N

+

LINEAma!= 250 #min=med= 1+2.5 #med=min= "5 #ma!=

#= 1"5 % &0' **

**N

"

LINEAma!= 225 #min=med= 1$".5 #med=min= 150 #ma!=

#= "5 % &0' ****

N

$

LINEAma!= &00 #min=med= 225 #med=min= 150 #ma!=

#= 150 % &0' ****N

LINEAma!= 2"5 #min=med= 225 #med=min= 1"5 #ma!=

#= 100 % &0' ****


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, N

10

LINEAma!= &00 #min=med= 212.5 #med=min= 125 #ma!=

#= 1"5 % &0' ****N

11

LINEAma!= '25 #min=med= &00 #med=min= 1"5 #ma!=

#= 250 % &0' ****

N

12

LINEAma!= '"5 #min=med= &25 #med=min= 1"5 #ma!=

#= &00 % &0' **

**N

1&

LINEAma!= 500 #min=med= &+2.5 #med=min= 225 #ma!=

#= 2"5 % &0' ****

N

LINEA 1'ma!= 500 #min=med= &+5.5 #med=min= 2&1 #ma!=

#= 2+, % &0' **


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1'**N


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Analisis entre fajas de linea de -

1 #A(Asoluto)+"& ( $'".5 ) E= 1/ ''2' CALCL"+0 ( $'".5 ) E= 1/ 5000$'$ ( $'".5 ) E= 1/ 55"5 fotos ! linea= l

u=trasla:e l

E= escala=s=

2 #A(Asoluto)++0 ( $+0 ) E= 1/ '&'2 0.52 L1= 1&000"+0 ( $+0 ) E= 1/ 5000 0.+ L2= 15000$+0 ( $+0 ) E= 1/ 5+5" 0.++1 L&= 1+525

0.+" L'= 1+"500.+$& L5= 1"0"50.5$ L+= 1'500

0.5'& L"= 1&5"5

0.'$" L$= 121"5& #A(Asoluto) 0.&$5 L,= ,+25

++0 ( $+0 ) E= 1/ '&'2 0.&2" L10= $1"5"+0 ( $+0 ) E= 1/ 5000 0.2&' L11= 5$50$+0 ( $+0 ) E= 1/ 5+5" 0.20& L12= 50"5

0.12+ L1&= &150

asumiendo 2 fotos

' #A(Asoluto)++0 ( ,10 ) E= 1/ '&'2"+0 ( ,10 ) E= 1/ 5000$+0 ( ,10 ) E= 1/ 5+5"


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5 #A(Asoluto)+"& ( ,22.5 ) E= 1/ ''2'"+0 ( ,22.5 ) E= 1/ 5000$'$ ( ,22.5 ) E= 1/ 55"5

+ #A(Asoluto)+"& ( ,22.5 ) E= 1/ ''2'"+0 ( ,22.5 ) E= 1/ 5000$'$ ( ,22.5 ) E= 1/ 55"5

" #A(Asoluto)"2& ( ,'".5 ) E= 1/ '"5&"+0 ( ,'".5 ) E= 1/ 5000",$ ( ,'".5 ) E= 1/ 52'+

$ #A(Asoluto)+$5 ( ,$5 ) E= 1/ '50+"+0 ( ,$5 ) E= 1/ 5000$&5 ( ,$5 ) E= 1/ 5',&

, #A(Asoluto)"10 ( ,$5 ) E= 1/ '+"1"+0 ( ,$5 ) E= 1/ 5000$10 ( ,$5 ) E= 1/ 5&2$


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10 #A(Asoluto)+"& ( ,"2.5 ) E= 1/ ''2'"+0 ( ,"2.5 ) E= 1/ 5000$'$ ( ,"2.5 ) E= 1/ 55"5

11 #A(Asoluto)+&5 ( 10+0 ) E= 1/ '1"""+0 ( 10+0 ) E= 1/ 5000$$5 ( 10+0 ) E= 1/ 5$22

12 #A(Asoluto)+10 ( 10$5 ) E= 1/ '01&"+0 ( 10$5 ) E= 1/ 5000,10 ( 10$5 ) E= 1/ 5,$+

1& #A(Asoluto)+2& ( 112& ) E= 1/ '0,5"+0 ( 112& ) E= 1/ 5000$,$ ( 112& ) E= 1/ 5,0'

+2+ ( 112+ ) E= 1/ '115"+0 ( 112+ ) E= 1/ 5000$,5 ( 112+ ) E= 1/ 5$$'


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elo

EL NE3 E 46

r8o de la line(19u) ! E ! s

on8itudinal=0.+

50000.2&

7modelos= 2$ 2$ ; 1= 2,7modelos= &2 &2 ; 1= &&7modelos= &5 &5 ; 1= &+7modelos= &+ &+ ; 1= &"7modelos= &" &" ; 1= &$7modelos= &1 &1 ; 1= &27modelos= 2, 2, ; 1= &0

7modelos= 2+ 2+ ; 1= 2"7modelos= 20 20 ; 1= 217modelos= 1" 1" ; 1= 1$7modelos= 12 12 ; 1= 1&7modelos= 11 11 ; 1= 127modelos= + + ; 1 = "

6A= &&&

cada linea :or se8uridad 2!2!1&= 52AL E 46= &$5


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Coordenadas de In8reso Coordenadas de 6alida

E N E NLV1 ++'550 ,21&"&".5 +5'""5 ,22&200

LV2 +550&".5 ,22'150 ++'$+2.5 ,21'+50LV& ++'"$".5 ,215$$".5 +55+&".5 ,22'"&".5LV' +5+5"5 ,225025 ++''12.5 ,21"'25LV5 ++'+$".5 ,21$&50 +5"$50 ,22',$".5LV+ +5,050 ,22',$".5 ++'+00 ,21,5"5LV" ++'"&".5 ,220+00 ++01$".5 ,2250"5LV$ ++1++2.5 ,22'$50 ++'5$".5 ,221,"5LV, ++'+25 ,22&125 ++2+"5 ,2250&".5

L


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6e desea realiar el recurimiento foto8r>?co de

:udiendo uctuar Bste ltimo entre 15D a &5D.Considerar cmara 8ran an8ular de distaformato 2& ! 2& cm. tiliar :lano de@

1.9 FL E6CALA3 G AL3A E VELEma!= 1"000!1.20 =20'00 #ma! =

Emin= 1"000!0.$0 =1&+00 #med =#min =

H#=

Variacion de escala dentro de una faja

C(m)= 0.152

LINEA 1 #A(Asoluto)

ma!= ""0 #min= 2'+1.5m ( &2&1.50 )med= +'".5 #med= 25$'.0m ( &2&1.50 )min= 525 #ma!= 2"0+.5m ( &2&1.50 )

#= 2'5.0m % 10&&.+m cum:le

N

LINEA 2 #A(Asoluto)ma!= 525 #min= 2'"+.5m ( &001.50 )med= '1".5 #med= 25$'.0m ( &001.50 )min= &10 #ma!= 2+,1.5m ( &001.50 )

con una tolerancia de 20D. Con trasla:e lon8i


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#= 215.0m % 10&&.+m cum:le

N

LINEA & #A(Asoluto)ma!= &+0 #min= 250'.0m ( 2$+'.00 )

med= 2$0 #med= 25$'.0m ( 2$+'.00 )min= 200 #ma!= 2++'.0m ( 2$+'.00 )

#= 1+0.0m % 10&&.+m cum:le

N

LINEA ' #A(Asoluto)ma!= +00 #min= 2&$'.0m ( 2,$'.00 )med= '00 #med= 25$'.0m ( 2,$'.00 )

min= 200 #ma!= 2"$'.0m ( 2,$'.00 )

#= '00.0m % 10&&.+m cum:le

N

LINEA 5 #A(Asoluto)

ma!= 550 #min= 2'&'.0m ( 2,$'.00 )med= '00 #med= 25$'.0m ( 2,$'.00 )min= 250 #ma!= 2"&'.0m ( 2,$'.00 )

#= &00.0m % 10&&.+m cum:le

N

LINEA + #A(Asoluto)ma!= +00 #min= 2'0,.0m ( &00,.00 )med= '25 #med= 25$'.0m ( &00,.00 )min= 250 #ma!= 2"5,.0m ( &00,.00 )

#= &50.0m % 10&&.+m cum:le

N

LINEA " #A(Asoluto)ma!= +00 #min= 2'&'.0m ( &0&'.00 )med= '50 #med= 25$'.0m ( &0&'.00 )min= &00 #ma!= 2"&'.0m ( &0&'.00 )


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#= &00.0m % 10&&.+m cum:le

N


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un sector de terreno a escala@

ncia :rinci:al c= 152 mm(1/ 100000 )

20'00!0.152= &100.$m

1"000!0.152= 25$'.0m1&+00!0.152= 20+".2m

#ma!9#min= 10&&.+m

Analisis entre fajas

E=1/ 1+1,'E=1/ 1"000E=1/ 1"$05 7fotos

E=1/ 1+2,2 ".5 L1=E=1/ 1"000 0.+ L2=E=1/ 1""0" 0.++1 L&=

L'=

udinal de +0D J trasla:e lateral de 25D


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0.+$& L5=0.5$ L+=

0.5'& L"=

0.'$" L$=0.&$5 L,=

E=1/ 1+'"& 0.&2" L10=

E=1/ 1"000 0.2&' L11=E=1/ 1"52+ 0.20& L12=

0.12+ L1&=

asumi

E=1/ 15+$'E=1/ 1"000

E=1/ 1$&15

E=1/ 1+01&E=1/ 1"000E=1/ 1",$+

E=1/ 15$'$E=1/ 1"000E=1/ 1$151

E=1/ 1+01&E=1/ 1"000E=1/ 1",$+


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(1/ 1"000 )

cum:le

de linea de -uelo

CALCL EL NE3 E 46

linea= lar8o de la linea(19u) ! E ! s

u=trasla:e lon8itudinal= 0.+E=1/ 5000

s=0.2&

1$"500 7modelos= '0" '0" ; 1 = '0$15000 7modelos= &2 &2 ; 1 = &&1+525 7modelos= &5 &5 ; 1 = &+7VALE* 7modelos= 7VALE* 7VALE* ; 1 = 777


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1"0"5 7modelos= &" &" ; 1 = &$1'500 7modelos= &1 &1 ; 1 = &21&5"5 7modelos= 2, 2, ; 1 = &0

121"5 7modelos= 2+ 2+ ; 1 = 2",+25 7modelos= 20 20 ; 1 = 21$1"5 7modelos= 1" 1" ; 1 = 1$

5$50 7modelos= 12 12 ; 1 = 1&50"5 7modelos= 11 11 ; 1 = 12&150 7modelos= + + ; 1 = "

6A= 777

endo 2 fotos a cada linea :or se8uridad 2!2!1&= 52AL E 46= 777


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PLANEAMIENTO-DE-VUELO (1).xlsx

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