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PLAN DE VUELO - GRUPO 01

1. Mdulo escalar y altura de vuelo con cmara de gran angular:E:4500c:0.152ms:0.23mTolerancia:20%Traslape:25%Emx:121.2 x 45005400Zmx:0.152 x 5400820.8mEm:1 x 45004500Zm:0.152 x 4500684mEmin:0.8 x 45003600Zmin:0.152 x 3600547.2m2. Diferencia de alturas de vuelo permitidos:DZ:820.8 - 547.2273.6m3. Determinacin de la plantilla:S= s x E :0.23 x 45001035mEscala plano base 1/250001cm:250mS:1035/2504.14cm25%S:0.25 x 4.141.035cmCUADRO DE COTASLiCmin (m)Cmx (m)DZ= Cmx - CminDZ PERMITIDOOBSERVACINL102525273.6CUMPLEL207575273.6CUMPLEL30125125273.6CUMPLEL450200150273.6CUMPLEL5125225100273.6CUMPLEL6150300150273.6CUMPLE

4. Variacin de escala dentro de una faja o lnea:Zabs:Ci + Zi1/E:c/ZLNEA L1CiZiZabsCmx25Zmin671.5696.5mCm12.5Zm684696.5mCmin0Zmx696.5696.5m1/3600(1/E)mx0.152/671.51/44004400(1/E)m0.152/6841/45004500CUMPLE(1/E)min0.152/696.51/460046001/5400LNEA L2CiZiZabsCmx75Zmin646.5721.5mCm37.5Zm684721.5mCmin0Zmx721.5721.5m1/3600(1/E)mx0.152/646.51/43004300(1/E)m0.152/6841/45004500CUMPLE(1/E)min0.152/721.51/470047001/5400LNEA L3CiZiZabsCmx125Zmin621.5746.5mCm62.5Zm684746.5mCmin0Zmx746.5746.5m1/3600(1/E)mx0.152/621.51/41004100(1/E)m0.152/6841/45004500CUMPLE(1/E)min0.152/746.51/490049001/5400LNEA L4CiZiZabsCmx200Zmin609809mCm125Zm684809mCmin50Zmx759809m1/3600(1/E)mx0.152/6091/40004000(1/E)m0.152/6841/45004500CUMPLE(1/E)min0.152/7591/500050001/5400LNEA L5CiZiZabsCmx225Zmin634859mCm175Zm684859mCmin125Zmx734859m1/3600(1/E)mx0.152/6341/42004200(1/E)m0.152/6841/45004500CUMPLE(1/E)min0.152/7341/480048001/5400LNEA L6CiZiZabsCmx300Zmin609909mCm225Zm684909mCmin150Zmx759909m1/3600(1/E)mx0.152/6091/40004000(1/E)m0.152/6841/45004500CUMPLE(1/E)min0.152/7591/500050001/5400LNEA 0CiZiZabsCmx0Zmin684684mCm0Zm684684mCmin0Zmx684684m1/3600(1/E)mx0.152/6841/45004500(1/E)m0.152/6841/45004500CUMPLE(1/E)min0.152/6841/450045001/54005. Anlisis de los traslapes transversales:LiZabs (m)Cmin (m)Cmx (m)DZ= Cmx - CminDZ PERMITIDOOBSERVACINL1696.502525273.6CUMPLEL2721.507575273.6CUMPLEL3746.50125125273.6CUMPLEL480950200150273.6CUMPLEL5859125225100273.6CUMPLEL6909150300150273.6CUMPLE0684LNEA L1L2CiZiZabsCmx25Zmin671.5696.5mCm12.5Zm684696.5mCmin0Zmx696.5696.5m1/3600(1/E)mx0.152/671.51/44004400(1/E)m0.152/6841/45004500CUMPLE(1/E)min0.152/696.51/460046001/5400Si:s x EiVERFICIACION DEL TRASLAPE TRANSVERSALvi:1 - (A/Si)Dv:DZ/SiA:s x E(1 - v)0.23 x 4500(1 - 0.25)776.25m

S1:s x E10.23 x 44001012mS2:s x E20.23 x 45001035mS3:s x E30.23 x 46001058m

vi:1 - (A/Si)i = 1,2,315%v11 - 776.25/10120.23v21 - 776.25/10350.25CUMPLEv31 - 776.25/10580.2735%Luego:Dv15%v10.23 + 00.23v20.25 + 00.25CUMPLEv30.27 + 00.2735%DZ:Dv x SS:s x E0.23 x 45001035DZ:0 x 10350.00mLa nueva altura para L2 ser: Z'absL2696.5 + 0696.50mLNEA L2L3CiZiZabsCmx75Zmin621.5696.50mCm37.5Zm659696.50mCmin0Zmx696.5696.50m1/3600(1/E)mx0.152/621.51/41004100(1/E)m0.152/6591/43004300CUMPLE(1/E)min0.152/696.51/460046001/5400Si:s x EiVERFICIACION DEL TRASLAPE TRANSVERSALvi:1 - (A/Si)Dv:DZ/SiA:s x E(1 - v)0.23 x 4500(1 - 0.25)776.25m

S1:s x E10.23 x 4100943mS2:s x E20.23 x 4300989mS3:s x E30.23 x 46001058m

vi:1 - (A/Si)i = 1,2,315%v11 - 776.25/9430.18v21 - 776.25/9890.22CUMPLEv31 - 776.25/10580.2735%Luego:Dv15%v10.18 + 00.18v20.22 + 00.22CUMPLEv30.27 + 00.2735%DZ:Dv x SS:s x E0.23 x 45001035DZ:0 x 10350.00mLa nueva altura para L3 ser: Z'absL3696.5 + 0696.50mLNEA L3L4CiZiZabsCmx125Zmin571.5696.50mCm62.5Zm634696.50mCmin0Zmx696.5696.50m1/3600(1/E)mx0.152/571.51/38003800(1/E)m0.152/6341/42004200CUMPLE(1/E)min0.152/696.51/460046001/5400Si:s x Eivi:1 - (A/Si)Dv:DZ/SiA:s x E(1 - v)0.23 x 4500(1 - 0.25)776.25m

S1:s x E10.23 x 3800874mS2:s x E20.23 x 4200966mS3:s x E30.23 x 46001058m

vi:1 - (A/Si)i = 1,2,315%v11 - 776.25/8740.11v21 - 776.25/9660.20NO CUMPLEv31 - 776.25/10580.2735%Luego:Dv15%v10.11 + 0.060.17v20.20 + 0.060.26CUMPLEv30.27 + 0.060.3335%DZ:Dv/SS:s x E0.23 x 45001035DZ:0.06 x 103562.10mLa nueva altura para L4 ser: Z'absL4696.5 + 62.1758.60mLNEA L4L5CiZiZabsCmx200Zmin558.6758.60mCm125Zm633.6758.60mCmin50Zmx708.6758.60m1/3600(1/E)mx0.152/558.61/37003700(1/E)m0.152/633.61/42004200CUMPLE(1/E)min0.152/708.61/470047001/5400Si:s x Eivi:1 - (A/Si)Dv:DZ/SiA:s x E(1 - v)0.23 x 4500(1 - 0.25)776.25m

S1:s x E10.23 x 3700851mS2:s x E20.23 x 4200966mS3:s x E30.23 x 47001081m

vi:1 - (A/Si)i = 1,2,315%v11 - 776.25/8510.09v21 - 776.25/9660.20NO CUMPLEv31 - 776.25/10810.2835%Luego:Dv15%v10.09 + 0.070.16v20.20 + 0.070.27NO CUMPLEv30.28 + 0.070.3535%DZ:Dv/SS:s x E0.23 x 45001035DZ:0.07 x 103572.45mLa nueva altura para L5 ser: Z'absL5758.6 + 72.45831.05mLNEA L5L6CiZiZabsCmx225Zmin606.05831.05mCm175Zm656.05831.05mCmin125Zmx706.05831.05m1/3600(1/E)mx0.152/606.051/40004000(1/E)m0.152/656.051/43004300CUMPLE(1/E)min0.152/706.051/460046001/5400Si:s x Eivi:1 - (A/Si)Dv:DZ/SiA:s x E(1 - v)0.23 x 4500(1 - 0.25)776.25m

S1:s x E10.23 x 4000920mS2:s x E20.23 x 4300989mS3:s x E30.23 x 46001058m

vi:1 - (A/Si)i = 1,2,315%v11 - 776.25/9200.16v21 - 776.25/9890.22CUMPLEv31 - 776.25/10580.2635%Luego:Dv15%v10.16 + 00.16v20.22 + 00.22CUMPLEv30.26 + 00.2635%DZ:Dv/SS:s x E0.23 x 45001035DZ:0 x 10350.00mLa nueva altura para L6 ser: Z'absL6831.05 + 0831.05mLNEA L60CiZiZabsCmx300Zmin531.05831.05mCm225Zm606.05831.05mCmin150Zmx681.05831.05m1/3600(1/E)mx0.152/531.051/35003500(1/E)m0.152/606.051/40004000NO CUMPLE(1/E)min0.152/681.051/450045001/5400Si:s x Eivi:1 - (A/Si)Dv:DZ/SiA:s x E(1 - v)0.23 x 4500(1 - 0.25)776.25m

S1:s x E10.23 x 3500805mS2:s x E20.23 x 4000920mS3:s x E30.23 x 45001035m

vi:1 - (A/Si)i = 1,2,315%v11 - 776.25/8050.04v21 - 776.25/9200.16NO CUMPLEv31 - 776.25/10350.2535%Luego:Dv15%v10.04 + 0.090.13v20.16 + 0.090.25NO CUMPLEv30.25 + 0.090.3435%DZ:Dv/SS:s x E0.23 x 45001035DZ:0.09 x 103593.15mLa nueva altura para 0 ser: Z'abs0831.05 + 93.15924.20mFinalmente:LiZabs (m)L1696.50L2696.50L3696.50L4758.60L5831.05L6831.050924.206. Borde del proyecto, ejes de la lnea de vuelo con su centro de foto:Se desarrollar en el plano adjunto.7. Coordenadas UTM de las coordenadas de la entrada y salida de cada lnea de vuelo:LiCoordenadas de EntradaCoordenadas de SalidaE (m)N (m)E (m)N (m)L172265590893257201309096200DatumWGS84L2724012.590878007209509096200Zona18 LL37248259087807.5721737.59096200CoordUTM (m)L4725662.590878007228509095250L5726412.590878207240259094250L67272609087932.57251509093562.508. rea total a fotografiar:rea total3840.646875Ha9. Base en el aire (B), distancia entre lneas de vuelo (A). Direccin de las lneas de vuelo (Rumbo):Traslape longitudinal (u)60%Separacin entre fotos (D)40%Base en el aire (B)40%S0.4 x 1035414mDistancia entre lneas de vuelo (A)75%S0.75 x 1035776.25mLiDireccin de las lneas de RumboL1N20.17WL2N20.03WL3N20.2WL4N20.68WL5N20.37WL6N20.54W

10. Nmero de lneas de vuelo (NLV), fotografas por lnea de vuelo (NFLV), total de fotografas (NTF):Ancho del terreno (L)6S - 5(25%S)4916.25mNLV(L/A) + 1(4916.25/776.25) + 18NFLV (i)(Long (Li)/B) + 4LiLongitud NFLV L17324.0187056014m(7324.02/414) + 219L28940.8560132685m(8940.86/414) + 223L38942.4108885691m(8942.41/414) + 224L47963.2064050858m(7963.21/414) + 221L56858.9398779986m(6858.94/414) + 218L66012.403845385m(6012.4/414) + 219

NFLV (total)124NTFNLV + NFLV (total)8 x12499211. Intervalo de tomas:Velocidad del avin (V )220km/h61.11m/sDtB/V414/61.116.777s12. Tiempo de vuelo para tomar fotografas, al aeropuerto ms cercano, tiempo total de vuelo:T1Tiempo de travesaTs+ TrAeropuerto Internacional Jorge ChvezUTM269794m8670135mZONA18 L

Punto de Llegada (s)UTM722655m9089325mZONA18 L

Distancia (s)617092.652217639m617.09km

TsDistancia (s)/V617.09/220.002.80h

Punto de Salida (r )UTM725150m9093562.5mZONA18 LDistancia (s)621803.774909939m621.80kmTrDistancia (s)/V621.80/220.002.83hT1Ts + Tr2.80 + 2.835.63h

T2en cada lneaT(li) = dt x (NFLV(li) - 1)LiNFLV T(li)L1197(19 - 1)126.00sL2237(23 - 1)154.00sL3247(24 - 1)161.00sL4217(21 - 1)140.00sL5187(18 - 1)119.00sL6197(19 - 1)126.00s

T2826.00s0.23hT3en los cambios10(NLV - 1)10(8 - 1)70.00min1.17htiempo interm.10minFactor F1.2Tiempo total(T1 + T2 + T3)F1.2(5.63 + 0.23 + 1.17)8.43htiempo total8h26min1.02s13. Determinar grficamente los puntos de control necesarios para la aerotriangulacin:Se desarrollar en el plano adjunto.

14. Determinar el costo de ($) del proyecto de vuelo y la programacin de ejecucin:Costo por Ha0.85$/Ha0.85 x 3840.6468753264.55$Costo por NFLV50S/./NFLV(50 x 124)/2.582403.10$Costo totalCosto por Ha + Costo por NFLV + Costo por puntos de control3264.55 + 2403.15667.65$

15. Presentar un cuadro resumen de las lneas de vuelo:Linea de VueloL1L2L3L4L5L6L7Cota Promedio (m)12.537.562.51251752250Altura de Vuelo (m)684684684684684684684Altura de Vuelo Absoluta (m)696.50696.50696.50758.60831.05831.05924.20Cota de EntradaEste (m)722655724012.5724825725662.5726412.57272600UTM - WGS84Norte (m)908932590878009087807.5908780090878209087932.50Cota de SalidaEste (m)720130720950721737.57228507240257251500UTM - WGS84Norte (m)909620090962009096200909525090942509093562.50Longitud Real (m)7320894089407960686060100NFLV1923242118190

16. Especificaciones tcnicas:17. Grfico del planeamiento de vuelo:Se desarrollar en el plano adjunto.18. Conclusiones y recomendaciones: