ESTUDIO DE CANTOS Y GRAVASA) NATURALEZA LITOLGICAEstacin N3 - Ro Rmac (Puente Huachipa) ( mm)NL NatL NatL NatL NatL Nat

1189Gd237G273Ga212T217T

2243Gd186T280Gd250Gd236A

3197T213T263A219D265D

4182T285Gd238S253Gb255B

5237G257A215G234A230Gc

6198G238M232Gb276D193S

7256D214D197Gd195G226Gb

8234A272S206G213Gd243T

9227G226A186G204G247Gd

10194B247B197B262B256Gd

11230A239Gd263Gc256T272Ga

12250G254Gd225M202T295Gb

13231Gb267T232A222S201T

14217A288G243D237M207M

15192S313S254A247A276S

16245T264T272S231Ga294G

17237D257A231G216Gd307G

18212A232D227A254Gd256B

19199Gb248G188Gb230G277A

20256G225G233B247D206G

mm20406080120160

RD

0%0%0%0%0%

160240400

GdTTGGAGGdDGS

B AGbASDAASDA

GbGTTMDAGdDGS

GdDGSGGbGdDAGGd

GGBMAGATGGA

GbB TDAGGdSGGbGd

57%43%

13G=22.81%7G=16.28%

9A=15.79%6A=13.95%

8T=14.04%5T=11.63%

5Gd=8.77%7Gd=16.28%

4D=7.02%5D=11.63%

4S=7.02%4S=9.3%

3B=5.26%4B=9.3%

5Gb=8.77%2Gb=4.65%

4M=7.02%0M=0%

1Ga=1.75%2Ga=4.65%

1Gc=1.75%1Gc=2.33%

A) MORFOMETRA DE CANTOS Y GRAVASEstacin N3 - Ro RmacPuente HuachipaN

117.38.72.18.710.24.217.4262431494590

213.39.71.97.97.43.815.8232861456556

315.811.92.75.310.15.410.627.73422613639

412.29.42.97.38.25.814.621.64751479672

517.710.33.67.211.27.214.4284071944632

611.410.84.75.97.69.411.822.28251881667

711.710.93.93.36.47.86.622.66673424547

817.111.92.77.3135.214.62.93041986760

920.716.33.612.814.27.225.6373481445686

1017.311.41.94.39.43.88.628.72203337543

1130.417.54.16.619.28.213.247.92703629632

1213.911.93.757.57.41025.85322580540

1319.4176.11010.512.22036.46291820541

1421.713.547.114.6814.241.23692901673

1519.8192.98.614.45.817.238.82932256727

1621.914.94.56.611913.236.84112788502

1717.215.93.39.7106.619.433.13841706581

1825.919.865.516.8121145.74634154649

1919.4174.49.1138.818.236.44542000670

2021.815.551013.6102037.34591865624

2117.710.12.28.3114.416.627.82491675621

2220.716.92.69.115.25.218.237.62512066734

2314.112.43.34.98.96.69.826.54682701631

2413.711.61.54.37.738.625.32192942562

2536.915.47.110.829.714.221.652.33852421805

B) DISPOSICIN DE CANTOSOrientacin e InclinacinOrientacin del eje mayor del cantoBuzamiento del cantoOrientacin del eje mayor del cantoBuzamiento del canto

1063713547

915711257

724011650

994111729

94336934

1603011250

1145213040

1013111955

1193113043

1341911548

1406012265

1113814569

118339222

1342713332

1305710931

97315954

119308627

876412266

1003011440

1325212240

1042911445

934012339

126469832

1264410931

1184113331

ESTUDIO DE CANTOS Y GRAVASA) NATURALEZA LITOLGICAEstacin N4 - Ro Rmac (Puente Cajamarquilla) ( mm)NL NatL NatL NatL NatL Nat

1205B197Gb197A293B303A

2263S206Gb206Gd267M247Gd

3198Ga234B196B 280T205S

4226Gb271Gd237Gb197A191Gb

5231A327B266A227Gb254T

6272B231A298A220T263A

7250Gb204A233Ga207S222B

8243G197A212S280A219Gb

9319Gb252A266A213G206G

10264B281B274A224Gb254S

11278S296G293Gd193A231A

12202T253Gd207G233Ga261Gd

13235A206Gb187A236A293B

14207A203S253B219B253T

15187A237S268B276A187Gb

16215Gb250G198Gb204S221G

17237G247B187S316M252M

18268Gd261B203A221Gb276Gd

19295Ga327Ga214A289B234A

20236A226G227A216G197B

mm20406080120160

RD

0%0%0%0%0%

160240400

GdTTGGAGGdDGS

B AGbASDAASDA

GbGTTMDAGdDGS

GdDGSGGbGdDAGGd

GGBMAGATGGA

GbB TDAGGdSGGbGd

57%43%

18A=31.58%9A=20.93

6B=10.53%11B=25.58

13Gb=22.81%2Gb=4.65

7G=12.28%3G=6.98

7S=12.28%3S=6.98

1Gd=1.75%7Gd=16.28

3Ga=5.26%2Ga=4.65

2T=3.51%3T=6.98

0M=0%3M=6.98

B) MORFOMETRA DE CANTOS Y GRAVASEstacin N4 - Ro RmacPuente CajamarquillaN

120.213.22.77.912.65.415.833.42672114624

221.612.92.68.4135.216.834.5241205602

323.511.33.27.313.56.414.634.82722384574

424.812.52.99.213.25.818.437.32342027532

523.312.22.4912.94.81835.52061972554

626.513.54.58.614.2917.2403402326536

724.511.63.57.816715.636.12862314653

828.914.24.79.816.59.419..643.13252199571

932.216.53.6717.57.21448.72243479543

1019.910.61.88.810.63.617.630.51811733533

1120.810.92.37.911.84.615.831.72212006567

1221.611.12.49.412.74.818.832.72221739588

1322.6123.28.412.26.416.834.62832060540

1425.412.72.79.713.35.419.430.12131964524

1523.911.63.39.311.96.618.635.52761909498

1619.510.71.98.110.63.816.230.21951864544

1721.411.52.76.711.25.413.432.92522455523

1826.613.22.18.913.24.217.839.81582236496

1927.413.537.613.5615.240.92192691493

2023.812.42.88.1145.616.236.22352235588

2119.710.62.56.911.6513.830.32542196589

2225.912.72.97.213.25.814.438.62242681510

2328.515.23.68.314.67.216.643.72532633512

2423.712.42.76.410.75.412.836.12282820451

2521.113.32.17.611.24.215.234.41992263531

C) DISPOSICIN DE CANTOSOrientacin e InclinacinOrientacin del eje mayor del cantoBuzamiento del cantoOrientacin del eje mayor del cantoBuzamiento del canto

14230944

155117964

1715014042

135343554

145651669

43691741

172494530

293816123

164415554

16121464

2424054

1445117146

3643027

30571839

364013835

17732751

179722750

174393136

284616840

175376523

175432339

162623929

512715726

24433545

383617840