Correccion de Angulos
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Transcript of Correccion de Angulos
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Edg
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LEVANTAMIENTO DE UN POLIGONO de 12 lados POR MDIO DE LA ESTACION TOTAL
Introducción:
En esta primera práctica se llevo a cabo el levantamiento de un polígono irregular de 12 lados por medio de la estación total, tomando con esta las medidas y los ángulos de dicho polígono. Esta práctica se llevo a cabo en el estacionamiento del estadio olímpico Benito Juárez. En este lugar se marcaron 12 puntos que correspondían a los vértices del polígono, para esta practica utilizamos la estación total, un prisma, un bastón de plomar y una cinta de 5m.
Primero se colocaba la estación sobre el punto de donde se fuera a medir utilizando una plomada después de centrar sobre el punto se nivela la estación y se toma su altura luego se toma referencia hacia el punto que esta antes se tomaron tres lecturas por punto, en este caso comenzamos en el punto número 2 y tomando referencia hacia el punto número 1.
Con la estación total se realizo algo parecido a lo del tránsito y el teodolito electrónico solo que con la estación ya no es necesario utilizar una cinta para sacar distancias ya que esta nos indica la distancia nivel y ángulos de dicho polígono.
1 62108 Jesús Alfonso Campoya Guel.
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LEVANTAMIENTO DE UN POLIGONO de 12 lados POR MDIO DE LA ESTACION TOTAL
2 62108 Jesús Alfonso Campoya Guel.
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LEVANTAMIENTO DE UN POLIGONO de 12 lados POR MDIO DE LA ESTACION TOTAL
Tabla de medidas levantadas en campo con su polígono.
Tabla de Medidas
LADO DISTANCIAs EN M.1-2 44.824 m2-3 44.629 m3-4 52.454 m4-5 40.416 m5-6 69.639 m6-7 39.815 m7-8 71.477 m8-9 62.654 m
9-10 45.438 m10-11 87.559 m11-12 31.500 m12-1 30.629 m
Tabla de memoria de corrección angular
Tabla de correccion angular y angulos corregidos
verticeAngulo sin
corregircorrección
angularangulo
corregido1 125 10’11” -00°00'13" 125 09’58”2 191 00’56” -00°00'13" 191 00’43”3 115 23’17” -00°00'13" 115 23’04”4 87 29’39” -00°00'13" 87 29’ 26”5 272 03’03” -00°00'13" 272 02’50”6 112 55’31” -00°00'13" 112 55’18”7 180 06’10” -00°00'13" 180 05’57”8 90 36’07” -00°00'13" 90 35’54”9 158 10’26” -00°00'12" 158 10’14”
10 153 25’51” -00°00'12" 153 25’39”11 147 26’19” -00°00'12" 147 26’07”12 166 12’30” -00°00'12" 166 53’08”
Total 1800´ 2´ 32´´ 2´ 32´´ 1800 0´ 00´´
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LEVANTAMIENTO DE UN POLIGONO de 12 lados POR MDIO DE LA ESTACION TOTAL
Archivo
00NMSDR20 V03-05 02-Jan-00 13:39 11311110NMTHE CHOSSEN13CPSea level crn: N13CPC and R crn: N13CPAtmos crn: N06NM1.0000000013OOCurrent view13TS02-Jan-00 02:0113JS1000013TS02-Jan-00 02:0101NM:SET2000 017878 00000031 0.0000000013PCP.C. mm Applied: -30.00002TP00015000.000005000.0000020.00000001.43000000AUX 111KI00010012280.000000 AUX 1207TP00010012280.000000211.81000003NM1.4670000009F10001001230.684000089.6072222211.810000AUX 1209F10001100030.685000089.6069444211.809722AUX 1209F10001100130.683000089.6069444211.809722AUX 1209F10001000244.823000090.0197222337.195277AUX 209F10001100244.817000090.0197222337.195555AUX 209F10001100344.810000090.0197222337.195555AUX 213TS02-Jan-00 02:2302TP00025031.480805031.9070519.94757111.40600000AUX 213TS02-Jan-00 02:4102TP00025031.480805031.9070519.94757111.46100000AUX 213TLEDM tol. error: Pt: 0001 0.00813TLV.obs tol. error: Pt: 0001 0-00'34"07TP00020001225.385277225.38638803NM1.4670000009F10002000144.815000089.9347222225.386388AUX 109F10002100444.815000089.9358333225.386666AUX J09F10002100544.815000089.9363888225.386944AUX 109F10002000345.004000090.226388856.4383333AUX 309F10002100644.995000090.226111156.4386111AUX 309F10002100744.985000090.225833356.4386111AUX 313TS02-Jan-00 02:5902TP00035056.361095069.4077219.76375041.48500000AUX 313TS02-Jan-00 03:15
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LEVANTAMIENTO DE UN POLIGONO de 12 lados POR MDIO DE LA ESTACION TOTAL
13TLEDM tol. error: Pt: 0002 0.00907TP00030002236.437222236.43694409F10003000244.995000089.7877777236.436944AUX 209F10003100844.995000089.7891666236.436944AUX 309F10003100944.995000089.7894444236.437222AUX 309F10003000452.334000090.0372222351.422777AUX 409F10003101052.341000090.0372222351.423055AUX 409F10003101152.346000090.0372222351.422777AUX 413TS02-Jan-00 03:3002TP00045108.109805061.6027619.74775161.45200000AUX 413TLEDM tol. error: Pt: 0003 0.00807TP00040003171.423055171.42305509F10004000352.326000089.9666666171.423055AUX 309F10004101252.327000089.9663888171.422500AUX 309F10004101352.326000089.9663888171.423055AUX 309F10004000540.406000089.6330555259.285277AUX 509F10004101440.403000089.6336111259.285277AUX 509F10004101540.405000089.6330555259.285277AUX 513TS02-Jan-00 03:4702TP00055100.597705021.9020519.99152551.48200000AUX 513TS02-Jan-00 04:2102TP00055100.597705021.9020519.99152551.48400000AUX 513TS02-Jan-00 04:3213TLEDM tol. error: Pt: 0004 0.00807TP0005000479.285277779.281666603NM1.4670000009F10005000440.414000090.377500079.2816666AUX 409F10005101640.414000090.375277779.2819444AUX 409F10005101740.414000090.377222279.2819444AUX 402TP00055100.597705021.9020519.99152551.48400000AUX 513TS02-Jan-00 04:5013TLEDM tol. error: Pt: 0004 0.01107TP0005000479.285277779.285277709F10005000440.417000090.371944479.2852777AUX 409F10005101840.417000090.372500079.2850000AUX 409F10005101940.417000090.372222279.2852777AUX 409F100050006 90.5402777351.341666AUX 609F10005102069.614000090.5400000351.343055AUX 609F10005102169.617000090.5397222351.343888AUX 613TS02-Jan-00 05:0702TP10205169.415555011.4243619.35243881.48400000AUX 613TLEDM tol. error: Pt: 0005 0.03107TP10200005171.343055161.89388809F11020000569.645000089.4941666161.893888AUX 509F11020102269.645000089.4933333161.893055AUX 609F11020102369.644000089.4938888161.894444AUX 6
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LEVANTAMIENTO DE UN POLIGONO de 12 lados POR MDIO DE LA ESTACION TOTAL
09F11020102469.645000089.4944444161.895000AUX 609F11020000739.781000089.8402777274.868333AUX 709F11020102539.773000089.8397222274.868055AUX 709F11020102639.802000089.8402777274.868055AUX 713TS02-Jan-00 05:2202TP00075179.253164972.8791019.48033531.45200000AUX 713TS02-Jan-00 05:4302TP00075179.253164972.8791019.48033531.47500000AUX 713TS02-Jan-00 05:5502TP10205169.415555011.4243619.35243881.42900000AUX 613TLEDM tol. error: Pt: 0005 0.00707TP10200005171.343055171.34250009F11020000569.607000089.4469444171.342500AUX 509F11020102769.618000089.4486111171.342222AUX 709F11020102869.624000089.4488888171.342500AUX 709F11020102939.826000089.7630555284.311111AUX 709F11020103039.825000089.7622222284.312500AUX 709F11020103139.825000089.7611111284.322500AUX 713TS02-Jan-00 06:1102TP00075179.253164972.8791019.48033531.47200000AUX 713TS02-Jan-00 06:3213TLV.obs tol. error: Pt: 1020 0-00'51"07TP00071020104.317500104.31777709F10007102039.786000090.2055555104.317777AUX 609F10007103239.772000090.2061111104.317500AUX 709F10007103339.772000090.2055555104.317500AUX 709F10007000868.875000090.6888888282.952500AUX 809F10007103468.875000090.6888888282.952777AUX 809F10007103568.875000090.6888888282.952777AUX 813TS02-Jan-00 06:4302TP00085194.689584905.7613218.65724501.44200000AUX 813TLV.obs tol. error: Pt: 0007 0-00'46"07TP00080007102.952222102.95888809F10008000768.874000089.3072222102.958888AUX 709F10008103668.877000089.3036111102.982222AUX 809F10008103768.881000089.3041666102.984166AUX 809F10008000960.945000089.7347222197.570833AUX 909F10008103860.946000089.7347222197.570555AUX 909F10008103960.944000089.7333333197.570833AUX 913TS02-Jan-00 06:5802TP00095136.586484887.3699118.91441751.40900000AUX 913TLEDM tol. error: Pt: 0008 0.00607TP0009000817.5641666337.10750003NM1.4670000009F10009000860.939000090.1938888337.107500AUX 809F10009104060.931000090.1944444337.108055AUX 8
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LEVANTAMIENTO DE UN POLIGONO de 12 lados POR MDIO DE LA ESTACION TOTAL
09F10009104160.911000090.1988888337.111388AUX 809F10009001045.447000089.0475000132.780555AUX 1009F10009104245.446000089.0455555132.779444AUX 1009F10009104345.447000089.0452777132.779722AUX 1013TS02-Jan-00 07:1002TP00105091.461934892.7209619.61190551.39600000AUX 1013TLV.obs tol. error: Pt: 0009 0-00'44"07TP00100009353.237222353.22222209F10010000945.441000090.8022222353.222222AUX 909F10010104445.458000090.8000000353.222500AUX 1009F10010104545.439000090.7983333353.222500AUX 1013TS02-Jan-00 07:2009F10010104645.439000090.7977777353.222500AUX 1009F10010001187.560000089.5438888146.671944AUX 1109F10010104787.560000089.5441666146.672777AUX 1109F10010104887.560000089.5441666146.672777AUX 1102TP00115018.291914940.8085520.23793181.42000000AUX 1113TS02-Jan-00 07:3007TP00110010326.686944326.67388809F10011001087.564000090.3838888326.673888AUX 1009F10011104987.562000090.3841666326.673888AUX 1109F10011105087.541000090.3852777326.674166AUX 1113TS02-Jan-00 07:5013TLEDM tol. error: Pt: 0012 0.19013TLV.obs tol. error: Pt: 0012 0-05'25"13TLH.obs tol. error: Pt: 0012 0-08'58"13TLHDist tol. error: Pt: 0012 0.20713TPAction Check only Pt-Pt SDist 0.21313TPCheck only From 0011 To pt 001213TPëNorth 0.003 ëEast -0.207 ëElev -0.04913TPCheck only AUX 1249725
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LEVANTAMIENTO DE UN POLIGONO de 12 lados POR MDIO DE LA ESTACION TOTAL
CROQUIS DEL POLIGONO CON ANGULOS CORREGIDOS.
8 62108 Jesús Alfonso Campoya Guel.
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LEVANTAMIENTO DE UN POLIGONO de 12 lados POR MDIO DE LA ESTACION TOTAL
CROQUIS DEL POLIGONO CON ANGULOS SIN CORREGIR
9 62108 Jesús Alfonso Campoya Guel.
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LEVANTAMIENTO DE UN POLIGONO de 12 lados POR MDIO DE LA ESTACION TOTAL
10 62108 Jesús Alfonso Campoya Guel.
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LEVANTAMIENTO DE UN POLIGONO de 12 lados POR MDIO DE LA ESTACION TOTAL
11 62108 Jesús Alfonso Campoya Guel.
210.076
44.67943.391
31.79133.780
30.365
Instituto de Ingenieria y Tecnologia
Proyecciones corregidas
Dpto. de Ingenieria Civil y Ambiental
Levanto: Ivan Chavez Calculo:Ivan Chávez Reviso: VoBo: Fecha: a 09 de 02 del 2012
Universidad Autonoma de Cd. Juarez
++.003.00144.968 43.3902-3 NE 15°13'30"
RUMBO YW NE
SESW
NW
+E++
+N
+
S
+
R tn =Proy YAB
+
ProyX+
++
ProyW
R
B
N Proy Y
2
Proy X
2
RA
S
E
Proy X-1
D = (Proy Y) + (proy X)
Ey=+0.074210.071
33.779
SIGNOS DE LAS PROYECCIONES SEGUN
SUMAS=
LOS RUMBOS DE SUS LADOS
633.285
SE 58°33'56"SE 48°02'26"
SW 63°04'26"
SE 23°43'27"SW 61°40'23"
NW49°51'04"SW 38°05'27"NW 49°46'36"
10-119-10
6-7
4-53-4
7-88-9
5-6
36.61145.417
39.807
40.39552.308
60.92368.855
69.622
Ex=+0.268214.178
RUMBO Y DISTANCIA ENTRE
214.130210.082 .048.011
LOS PUNTOS A Y B
32.67255.775
18.026
19.093
+++-
--
-
-
-----
-+
+
.003
.003
.005
.005
.004
.005
.004
.004
.000
.001
.001
.001
.001
.001
.001
.001
+N44.678
Cuadro de construccion del terreno prop. de:
Proyecciones sin corregirRUMBO
NE 4°10'10"1-2
Lado Distancia
44.797-W+E
3.257-S
Y X
+++N
a proy.Correcc.
XY.003.001
11.811 215.0713 288.070
Proyecciones corregidas
11.811
24.516
31.24133.776
8-9 55.774
10-119-10 30.365
19.093
Y
2-31-2
5-6
7-8
4-5
6-7
3-4 33.78031.791
43.39144.679
+NLado
3.260
44.892
32.67118.025
60.60535.48853.21224.91639.935
X+E -W-S
60.9243SE 23°43'42"
36.613445.4186
SE 58°34'07"SE 48°02'39"
44.797844.9698
69.619040.3915
68.850239.8033
52.3058
HorizontalDistancia
NE 4°10'23"
NW 49°50'51"SW 63°04'23"SW 61°40'18"
SW 38°05'14"NW 49°46'23"NE 15°13'37"
RUMBO
200148.95090.448
150.220175.136
61.520
59.20725.431.915
2 Sup =
Sumas =
97.008
RUMBOS Y DISTANCIAS AJUSTADOS A PARTIRDE LAS PROYECCIONES CORREGIDAS
Sup =
200.0003214.156214.156210.076
24.516
31.24133.776
44.892
55.77432.671
18.025
39.93524.91653.21235.48860.605
19.093156.6662179.0231
54
290.059321.850
7
910
8
198.116228.481
284.255316.926334.9516
24051.583548103.1669
Coordenadas
203.260
X-W3.260
+EX
-SY
Ubicado en:
YnP
s2
t
244.679
Productos
(+)
Cd. Juárez
(-)
11-1212-1
SE 69°04'57"NE 49°40'17"
62.62466.958
31.79244.891
30.366
22.35843.333
11.809
24.92039.939
53.21735.49260.610
31.23833.773
51.04558.497
24.511
.001
.001 ++.005
.00551.05058.502-
+22.357
43.334
11-12 22.357 58.502 62.6284SE 69°05'07"
210.076
44.67943.391
31.79133.780
30.365
Instituto de Ingenieria y Tecnologia
Proyecciones corregidas
Dpto. de Ingenieria Civil y Ambiental
Levanto:Ivan Chávez Calculo: Reviso: VoBo: Fecha: a09 de 02 del 2012
Universidad Autonoma de Cd. Juarez
++.001.00144.968 43.3902-3 NE 15°13'30"
RUMBO YW NE
SESW
NW
+E++
+N
+
S
+
R tn =Proy YAB
+
ProyX+
++
ProyW
R
B
N Proy Y
2
Proy X
2
RA
S
E
Proy X-1
D = (Proy Y) + (proy X)
Ey=+0.074210.071
33.779
SIGNOS DE LAS PROYECCIONES SEGUN
SUMAS=
LOS RUMBOS DE SUS LADOS
633.285
SE 58°33'56"SE 48°02'26"
SW 63°04'26"
SE 23°43'27"SW 61°40'23"
NW49°51'04"SW 38°05'27"NW 49°46'36"
10-119-10
6-7
4-53-4
7-88-9
5-6
36.61145.417
39.807
40.39552.308
60.92368.855
69.622
Ex=+0.268214.178
RUMBO Y DISTANCIA ENTRE
214.130210.082 .048.011
LOS PUNTOS A Y B
32.67255.775
18.026
19.093
+++-
--
-
-
-----
-+
+
.004
.004
.003
.007
.004
.006
.003
.004
.000
.001
.001
.001
.001
.001
.001
.001
+N44.678
Cuadro de construccion del terreno prop. de:
Proyecciones sin corregirRUMBO
NE 4°10'10"1-2
Lado Distancia
44.797-W+E
3.257-S
Y X
+++N
a proy.Correcc.
XY.000.001
11.810 215.0673 288.070
Proyecciones corregidas
11.810
24.514
31.24233.777
8-9 55.774
10-119-10 30.365
19.093
Y
2-31-2
5-6
7-8
4-5
6-7
3-4 33.78031.791
43.39144.679
+NLado
3.257
44.892
32.67118.025
60.60335.48853.21124.91739.935
X+E -W-S
60.9235SE 23°43'36"
36.614345.4194
SE 58°34'10"SE 48°02'42"
44.797644.9695
69.618340.3921
68.848539.8033
52.3058
HorizontalDistancia
NE 4°10'10"
NW 49°50'49"SW 63°04'23"SW 61°40'15"
SW 38°05'18"NW 49°46'23"NE 15°13'33"
RUMBO
200.000148.94990.446
150.215175.132
61.516
59.20425.427.913
2 Sup =
Sumas =
97.004
RUMBOS Y DISTANCIAS AJUSTADOS A PARTIRDE LAS PROYECCIONES CORREGIDAS
Sup =
200.0003214.154214.154210.076
24.514
31.24233.777
44.892
55.77432.671
18.025
39.93524.91753.21135.48860.603
19.093156.6662179.0231
54
290.059321.850
7
910
8
198.116228.481
284.255316.926334.9516
24051.827848103.6555
Coordenadas
203.257
X-W3.257
+EX
-SY
Ubicado en:
YnP
s2
t
244.679
Productos
(+)
Cd.Juárez
(-)
11-1212-1
SE 69°04'57"NE 49°40'17"
62.62466.958
31.79244.891
30.366
22.35843.333
11.809
24.92039.939
53.21735.49260.610
31.23833.773
51.04558.497
24.511
.001
.001 ++.006
.00651.05158.503-
+22.357
43.334
12-111-12 22.357
43.334 51.05158.503
66.963062.6294
NE 49°40'27"SE 69°05'08"
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LEVANTAMIENTO DE UN POLIGONO de 12 lados POR MDIO DE LA ESTACION TOTAL
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LEVANTAMIENTO DE UN POLIGONO de 12 lados POR MDIO DE LA ESTACION TOTAL
13 62108 Jesús Alfonso Campoya Guel.
Universidad Autónoma de Cd. J uárezInstituto de Ingeniería y TecnologíaDepartamento de Ingeniería Civil y Ambiental
xxxxx 09/02/2012
xxxxx xxxxCD. JUAREZ CHIHUAHUA
Madera Edgar IvanChávez
estacionamiento del estadio olimpico Benito Juárez
Brujula
CUADRO DE CONSTRUCCION
LADO DISTANCIA RUMBO
1-2 44.798 m N04°10'23"E
2-3 44.970 m N15°13'37"E
3-4 52.306 m N49°46'23"W
4-5 40.392 m S38°05'14"W
5-6 69.619 m N49°50'51"W
6-7 39.803 m S63°04'23"W
7-8 68.850 m S61°40'18"W
8-9 60.924 m S23°43'42"E
9-10 45.419 m S48°02'39"E
10-11 36.613 m S58°34'07"E
11-12 62.628 m S69°05'07"E
12-1 N49°40'25"E66.962 m
![Page 15: Correccion de Angulos](https://reader036.fdocument.pub/reader036/viewer/2022081412/545cc0e5b1af9ff8378b4a0e/html5/thumbnails/15.jpg)
909/bebrero/2012
LEVANTAMIENTO DE UN POLIGONO POR MEDIO DE LA ESTACION TOTAL
14 62108 Jesús Alfonso Campoya Guel.
Universidad Autónoma de Cd. J uárezInstituto de Ingeniería y TecnologíaDepartamento de Ingeniería Civil y Ambiental
xxxxx 9/02/2012
xxxxx xxxxCD. JUAREZ CHIHUAHUA
Madera Edgar IvanChávez
Estacionamiento del estadio olimpico Benito Juárez
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909/bebrero/2012
LEVANTAMIENTO DE UN POLIGONO POR MEDIO DE LA ESTACION TOTAL
Archivo FBK.
JOB 12LADOSC ! DT04-06-2013 TM14:14:21UNIT METER DMSEDM OFFSET 0.0000SCALE FACTOR 1.0000000HORIZ ANGLE RIGHTVERT ANGLE ZENITHCOLLIMATION OFF! 00NMSDR20 V03-05 06-Apr-13 13:28 113111CR OFFATMOS OFF! ! POS! ! 06-Apr-13 08:05! ! 10000! ! 06-Apr-13 08:06PRISM CONSTANT 0.000000PRISM OFFSET 0.000000! ! P.C. mm Applied: -30.000NEZ 1 5000.0000 5000.0000 100.0000 "c%f 1"NEZ 2 5036.6232 5025.8268 99.9480 "c%f 1"NEZ 3 5067.5088 5058.0468 99.7760 "c%f 2"NEZ 4 5117.2836 5041.4879 99.7530 "c%f 3"NEZ 5 5102.8577 5003.7334 99.9940 "c%f 4"NEZ 6 5168.7599 4981.2225 99.3650 "c%f 5"NEZ 7 5171.5844 4941.5028 99.5000 "c%f 7"NEZ 8 5176.7784 4870.2204 98.6670 "c%f 8"NEZ 9 5114.3457 4865.0089 98.9400 "c%f 9"NEZ 10 5070.9053 4878.3346 99.6360 "c%f 10"NEZ 11 5007.5212 4938.7437 100.2640 "c%f 11"STN 1 1.554 "c%f 1"PRISM 1.500AZ 1 12 270.00000BS 12 203.42280BS 12 203.42273NE SS 12 5000.0000 4969.3322 100.1700 "c%f 12"NE SS 1000 4999.9994 4969.3322 100.1700 "c%f 12"NE SS 1001 4999.9994 4969.3322 100.1700 "c%f 12"15 62108 Jesús Alfonso Campoya Guel.
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909/bebrero/2012
LEVANTAMIENTO DE UN POLIGONO POR MEDIO DE LA ESTACION TOTAL
NE SS 2 5036.6232 5025.8268 99.9480 "c%f 2"NE SS 1002 5036.6232 5025.8268 99.9470 "c%f 2"NE SS 1003 5036.6232 5025.8268 99.9470 "c%f 2"! ! 06-Apr-13 08:25STN 2 1.565 "c%f 1"PRISM 1.500BS 1 215.11310NE SS 1 4999.9958 4999.9970 99.9940 "c%f 1"NE SS 1004 4999.9909 4999.9936 99.9940 "c%f 2"NE SS 1005 4999.9943 4999.9957 99.9940 "c%f 2"NE SS 1006 4999.9976 4999.9980 99.9950 "c%f 2"NE SS 1007 4999.9934 4999.9953 99.9950 "c%f 2"NE SS 3 5067.5088 5058.0468 99.7760 "c%f 3"NE SS 1008 5067.5096 5058.0474 99.7760 "c%f 3"NE SS 1009 5067.5095 5058.0476 99.7770 "c%f 3"NE SS 1010 5067.5088 5058.0468 99.7770 "c%f 3"! ! 06-Apr-13 08:42STN 3 1.571 "c%f 2"PRISM 1.500BS 2 226.12430! ! EDM tol. error: Pt: 0002 0.008NE SS 2 5036.6180 5025.8214 99.9450 "c%f 1"NE SS 1011 5036.6387 5025.8431 99.9450 "c%f 3"NE SS 1012 5036.6208 5025.8243 99.9460 "c%f 3"NE SS 1013 5036.6145 5025.8178 99.9460 "c%f 3"NE SS 4 5117.2836 5041.4879 99.7530 "c%f 4"NE SS 1014 5117.2826 5041.4882 99.7530 "c%f 4"NE SS 1015 5117.2836 5041.4879 99.7540 "c%f 4"NE SS 1016 5117.2826 5041.4882 99.7540 "c%f 4"! ! 06-Apr-13 08:56STN 4 1.574 "c%f 3"PRISM 1.500BS 3 161.35560! ! V.obs tol. error: Pt: 0003 0-00'38"NE SS 3 5067.5125 5058.0456 99.7670 "c%f 2"NE SS 1017 5067.5135 5058.0453 99.7670 "c%f 4"NE SS 1018 5067.5117 5058.0462 99.7670 "c%f 4"
16 62108 Jesús Alfonso Campoya Guel.
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909/bebrero/2012
LEVANTAMIENTO DE UN POLIGONO POR MEDIO DE LA ESTACION TOTAL
NE SS 1019 5067.5126 5058.0459 99.7670 "c%f 4"NE SS 5 5102.8577 5003.7334 99.9940 "c%f 5"NE SS 1020 5102.8568 5003.7316 99.9940 "c%f 5"NE SS 1021 5102.8574 5003.7325 99.9940 "c%f 5"NE SS 1022 5102.8570 5003.7316 99.9940 "c%f 5"! ! 06-Apr-13 09:15STN 5 1.634 "c%f 4"PRISM 1.500BS 4 69.05210NE SS 4 5117.2820 5041.4838 99.7480 "c%f 3"NE SS 1023 5117.2825 5041.4846 99.7480 "c%f 4"NE SS 1024 5117.2825 5041.4846 99.7480 "c%f 4"NE SS 1025 5117.2825 5041.4846 99.7480 "c%f 4"NE SS 6 5168.7599 4981.2225 99.3650 "c%f 5"NE SS 1026 5168.7608 4981.2219 99.3650 "c%f 5"NE SS 1027 5168.7609 4981.2222 99.3650 "c%f 5"NE SS 1028 5168.7598 4981.2222 99.3650 "c%f 5"! ! 06-Apr-13 09:33STN 6 1.621 "c%f 5"PRISM 1.500BS 5 161.08280NE SS 5 5102.8603 5003.7326 99.9960 "c%f 4"NE SS 1029 5102.8612 5003.7322 99.9950 "c%f 5"NE SS 1030 5102.8612 5003.7322 99.9940 "c%f 5"NE SS 1031 5102.8612 5003.7322 99.9940 "c%f 5"NE SS 7 5171.5844 4941.5028 99.5000 "c%f 7"NE SS 1032 5171.5844 4941.5028 99.5000 "c%f 7"NE SS 1033 5171.5846 4941.5028 99.5000 "c%f 7"NE SS 1034 5171.5846 4941.5028 99.5000 "c%f 7"! ! 06-Apr-13 09:47STN 7 1.641 "c%f 7"PRISM 1.500BS 6 94.04050NE SS 6 5168.7598 4981.2245 99.3620 "c%f 6"NE SS 1035 5168.7599 4981.2235 99.3620 "c%f 6"NE SS 1036 5168.7599 4981.2235 99.3620 "c%f 6"NE SS 1037 5168.7599 4981.2235 99.3620 "c%f 6"
17 62108 Jesús Alfonso Campoya Guel.
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909/bebrero/2012
LEVANTAMIENTO DE UN POLIGONO POR MEDIO DE LA ESTACION TOTAL
NE SS 8 5176.7784 4870.2204 98.6670 "c%f 8"NE SS 1038 5176.7784 4870.2204 98.6670 "c%f 8"NE SS 1039 5176.7784 4870.2204 98.6670 "c%f 8"NE SS 1040 5176.7784 4870.2204 98.6670 "c%f 8"! ! 06-Apr-13 10:03STN 8 1.654 "c%f 8"PRISM 1.500BS 7 94.10050! ! EDM tol. error: Pt: 0007 0.008NE SS 7 5171.5838 4941.5112 99.4990 "c%f 7"NE SS 1041 5171.5838 4941.5112 99.4990 "c%f 7"NE SS 1042 5171.5834 4941.5122 99.4990 "c%f 7"NE SS 1043 5171.5835 4941.5112 99.4990 "c%f 7"NE SS 1044 5171.5838 4941.5112 99.4990 "c%f 7"NE SS 1045 5171.5839 4941.5102 99.4990 "c%f 7"NE SS 9 5114.3457 4865.0089 98.9400 "c%f 9"NE SS 1046 5114.3457 4865.0089 98.9400 "c%f 9"NE SS 1047 5114.3457 4865.0089 98.9400 "c%f 9"NE SS 1048 5114.3457 4865.0089 98.9410 "c%f 9"! ! 06-Apr-13 10:20STN 9 1.619 "c%f 9"PRISM 1.500BS 8 4.46200NE SS 8 5176.7833 4870.2208 98.6590 "c%f 8"NE SS 1049 5176.7832 4870.2212 98.6590 "c%f 7"NE SS 1050 5176.7842 4870.2209 98.6590 "c%f 7"NE SS 1051 5176.7832 4870.2217 98.6580 "c%f 7"NE SS 1052 5176.7831 4870.2221 98.6570 "c%f 7"NE SS 10 5070.9053 4878.3346 99.6360 "c%f 10"NE SS 1053 5070.9043 4878.3350 99.6360 "c%f 10"NE SS 1054 5070.9043 4878.3350 99.6360 "c%f 10"NE SS 1055 5070.9053 4878.3347 99.6360 "c%f 10"! ! 06-Apr-13 10:32STN 10 1.574 "c%f 10"PRISM 1.500BS 9 342.56460! ! V.obs tol. error: Pt: 0009 0-00'43"
18 62108 Jesús Alfonso Campoya Guel.
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909/bebrero/2012
LEVANTAMIENTO DE UN POLIGONO POR MEDIO DE LA ESTACION TOTAL
NE SS 9 5114.3438 4865.0095 98.9310 "c%f 9"NE SS 1056 5114.3437 4865.0093 98.9310 "c%f 10"NE SS 1057 5114.3447 4865.0090 98.9310 "c%f 10"NE SS 1058 5114.3446 4865.0090 98.9310 "c%f 10"NE SS 1059 5114.3447 4865.0090 98.9310 "c%f 10"NE SS 11 5007.5212 4938.7437 100.2640 "c%f 11"NE SS 1060 5007.5212 4938.7437 100.2630 "c%f 11"NE SS 1061 5007.5212 4938.7437 100.2620 "c%f 11"NE SS 1062 5007.5220 4938.7431 100.2630 "c%f 11"NE SS 1063 5007.5212 4938.7437 100.2630 "c%f 11"! ! 06-Apr-13 10:50STN 11 1.653 "c%f 11"PRISM 1.500BS 10 316.22370NE SS 10 5070.9077 4878.3324 99.6340 "c%f 10"NE SS 1064 4944.1349 4999.1568 99.6500 "c%f 10"NE SS 1065 4944.1359 4999.1564 99.6510 "c%f 10"NE SS 1066 4944.1345 4999.1565 99.6530 "c%f 10"! ! 06-Apr-13 11:05STN 11 1.653 "c%f 11"PRISM 1.500BS 10 316.22360NE SS 10 5070.9055 4878.3345 99.6340 "c%f 10"NE SS 1067 5070.9048 4878.3352 99.6340 "c%f 12"NE SS 1068 5070.9048 4878.3352 99.6340 "c%f 10"NE SS 1069 5070.9048 4878.3352 99.6340 "c%f 10"NE SS 1070 5070.9055 4878.3345 99.6350 "c%f 10"NE SS 1071 5070.9055 4878.3345 99.6340 "c%f 10"NE SS 1072 5070.9055 4878.3345 99.6350 "c%f 10"NE SS 1073 5070.9055 4878.3345 99.6350 "c%f 10"NE SS 1074 5070.9048 4878.3352 99.6340 "c%f 10"! ! 06-Apr-13 11:15! ! EDM tol. error: Pt: 0012 0.033! ! V.obs tol. error: Pt: 0012 0-02'30"! ! H.obs tol. error: Pt: 0012 0-01'45"! ! HDist tol. error: Pt: 0012 0.037! ! Action Check only Pt-Pt SDist 0.044
19 62108 Jesús Alfonso Campoya Guel.
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909/bebrero/2012
LEVANTAMIENTO DE UN POLIGONO POR MEDIO DE LA ESTACION TOTAL
! ! Check only From 0011 To pt 0012! ! ëNorth 0.008 ëEast 0.036 ëElev -0.023! ! Check only c%f 12NE SS 1075 5000.0079 4969.3684 100.1470 "c%f 12"NE SS 1076 5000.0081 4969.3674 100.1460 "c%f 12"
Archivo SDR
0NMSDR20 V03-05 06-Apr-13 13:28 11311110NM12LADOSCHIDOS 13CPSea level crn: N 13CPC and R crn: N 13CPAtmos crn: N 06NM1.0000000013OOPOS 13TS06-Apr-13 08:05 13JS10000 13TS06-Apr-13 08:06 01NM:SET2000 017878 00000031 0.0000000013PCP.C. mm Applied: -30.000 02TP00015000.000005000.00000100.0000001.55400000c%f 1 11KI00010012270.000000 c%f 12 07TP00010012270.000000203.70777703NM1.5000000008TP00125000.000004969.33222100.169824c%f 12 08TP10004999.999414969.33222100.169972c%f 12 08TP10014999.999414969.33222100.169675c%f 12 08TP00025036.623185025.8268499.9475405c%f 2 08TP10025036.623185025.8268499.9473233c%f 2 08TP10035036.623185025.8268499.9473233c%f 2 13TS06-Apr-13 08:25 02TP00025036.623185025.8268499.94754051.56500000c%f 1 07TP00020001215.191666215.19194408TP00014999.995814999.9970599.9940710c%f 1 08TP10044999.990914999.9935999.9940685c%f 2
20 62108 Jesús Alfonso Campoya Guel.
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909/bebrero/2012
LEVANTAMIENTO DE UN POLIGONO POR MEDIO DE LA ESTACION TOTAL
08TP10054999.994304999.9957299.9942875c%f 2 08TP10064999.997574999.9980299.9947237c%f 2 08TP10074999.993364999.9953299.9947217c%f 2 08TP00035067.508785058.0468599.7764635c%f 3 08TP10085067.509625058.0474299.7764583c%f 3 08TP10095067.509475058.0475799.7766746c%f 3 08TP10105067.508785058.0468599.7768963c%f 3 13TS06-Apr-13 08:42 02TP00035067.508785058.0468599.77646351.57100000c%f 2 13TLEDM tol. error: Pt: 0002 0.008 07TP00030002226.211388226.21194408TP00025036.617985025.8214199.9448528c%f 1 08TP10115036.638745025.8430799.9450037c%f 3 08TP10125036.620755025.8243099.9459261c%f 3 08TP10135036.614525025.8178099.9459460c%f 3 08TP00045117.283565041.4879199.7531114c%f 4 08TP10145117.282615041.4882399.7533675c%f 4 08TP10155117.283565041.4879199.7538743c%f 4 08TP10165117.282615041.4882399.7538761c%f 4 13TS06-Apr-13 08:56 02TP00045117.283565041.4879199.75311141.57400000c%f 3 13TLV.obs tol. error: Pt: 0003 0-00'38" 07TP00040003161.598888161.59888808TP00035067.512525058.0456199.7668424c%f 2 08TP10175067.513475058.0452999.7668436c%f 4 08TP10185067.511655058.0461699.7668413c%f 4 08TP10195067.512605058.0458599.7668424c%f 4 08TP00055102.857725003.7334399.9944497c%f 5 08TP10205102.856825003.7316399.9944580c%f 5 08TP10215102.857365003.7325099.9944539c%f 5 08TP10225102.857005003.7315699.9942621c%f 5 13TS06-Apr-13 09:15 02TP00055102.857725003.7334399.99444971.63400000c%f 4 07TP0005000469.088333369.089166603NM1.5000000008TP00045117.281985041.4837699.7479542c%f 3 08TP10235117.282525041.4846399.7481408c%f 4
21 62108 Jesús Alfonso Campoya Guel.
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909/bebrero/2012
LEVANTAMIENTO DE UN POLIGONO POR MEDIO DE LA ESTACION TOTAL
08TP10245117.282525041.4846299.7479448c%f 4 08TP10255117.282525041.4846399.7481408c%f 4 08TP00065168.759944981.2225299.3653794c%f 5 08TP10265168.760784981.2218799.3653685c%f 5 08TP10275168.760884981.2221999.3650308c%f 5 08TP10285168.759834981.2222099.3653794c%f 5 13TS06-Apr-13 09:33 02TP00065168.759944981.2225299.36537941.62100000c%f 5 07TP00060005161.140833161.14111108TP00055102.860265003.7325699.9958499c%f 4 08TP10295102.861205003.7322499.9948297c%f 5 08TP10305102.861195003.7322499.9944921c%f 5 08TP10315102.861195003.7322499.9938169c%f 5 08TP00075171.584444941.5028299.5000862c%f 7 08TP10325171.584444941.5028299.4998931c%f 7 08TP10335171.584634941.5028399.5000862c%f 7 08TP10345171.584634941.5028399.5002792c%f 7 13TS06-Apr-13 09:47 02TP00075171.584444941.5028299.50008621.64100000c%f 7 07TP0007000694.067500094.068055503NM1.5000000008TP00065168.759794981.2245499.3622992c%f 6 08TP10355168.759874981.2235499.3621131c%f 6 08TP10365168.759874981.2235499.3619201c%f 6 08TP10375168.759874981.2235499.3619201c%f 6 08TP00085176.778444870.2204498.6666596c%f 8 08TP10385176.778444870.2204398.6673526c%f 8 08TP10395176.778444870.2204498.6670061c%f 8 08TP10405176.778444870.2204398.6673526c%f 8 13TS06-Apr-13 10:03 02TP00085176.778444870.2204498.66665961.65400000c%f 8 13TLEDM tol. error: Pt: 0007 0.008 07TP0008000794.167500094.168055503NM1.5000000008TP00075171.583824941.5112299.4992126c%f 7 08TP10415171.583824941.5112299.4985195c%f 7 08TP10425171.583414941.5122099.4985290c%f 7
22 62108 Jesús Alfonso Campoya Guel.
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909/bebrero/2012
LEVANTAMIENTO DE UN POLIGONO POR MEDIO DE LA ESTACION TOTAL
08TP10435171.583484941.5112099.4988661c%f 7 08TP10445171.583824941.5112299.4988661c%f 7 08TP10455171.583904941.5102299.4988566c%f 7 08TP00095114.345694865.0089198.9403314c%f 9 08TP10465114.345694865.0089198.9403314c%f 9 08TP10475114.345694865.0089198.9403314c%f 9 08TP10485114.345694865.0089198.9406351c%f 9 13TS06-Apr-13 10:20 02TP00095114.345694865.0089198.94033141.61900000c%f 9 07TP000900084.771666674.7722222208TP00085176.783264870.2208498.6589721c%f 8 08TP10495176.783234870.2211598.6586683c%f 7 08TP10505176.784254870.2209398.6589657c%f 7 08TP10515176.783174870.2217598.6580608c%f 7 08TP10525176.783144870.2220598.6574533c%f 7 08TP00105070.905304878.3346599.6363053c%f 10 08TP10535070.904344878.3349599.6358774c%f 10 08TP10545070.904344878.3349599.6356571c%f 10 08TP10555070.905304878.3346699.6358647c%f 10 13TS06-Apr-13 10:32 02TP00105070.905304878.3346599.63630531.57400000c%f 10 13TLV.obs tol. error: Pt: 0009 0-00'43" 07TP00100009342.946111342.94611108TP00095114.343764865.0095098.9308730c%f 9 08TP10565114.343694865.0092998.9310933c%f 10 08TP10575114.344654865.0090098.9308558c%f 10 08TP10585114.344644865.0090098.9306355c%f 10 08TP10595114.344654865.0090098.9308558c%f 10 08TP00115007.521234938.74373100.263866c%f 11 08TP10605007.521234938.74374100.263017c%f 11 08TP10615007.521224938.74374100.262168c%f 11 08TP10625007.521954938.74305100.262586c%f 11 08TP10635007.521234938.74374100.262592c%f 11 13TS06-Apr-13 10:50 02TP00115007.521234938.74373100.2638661.65300000c%f 11 07TP00110010316.376666316.37694403NM1.50000000
23 62108 Jesús Alfonso Campoya Guel.
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909/bebrero/2012
LEVANTAMIENTO DE UN POLIGONO POR MEDIO DE LA ESTACION TOTAL
08TP00105070.907654878.3324199.6336060c%f 10 08TP10644944.134864999.1567699.6497290c%f 10 08TP10654944.135874999.1563899.6510113c%f 10 08TP10664944.134554999.1564799.6527007c%f 10 13TS06-Apr-13 11:05 02TP00115007.521234938.74373100.2638661.65300000c%f 11 07TP00110010316.376666316.37666608TP00105070.905494878.3344899.6344819c%f 10 08TP10675070.904764878.3351799.6336418c%f 12 08TP10685070.904764878.3351799.6340663c%f 10 08TP10695070.904764878.3351799.6340663c%f 10 08TP10705070.905494878.3344899.6349064c%f 10 08TP10715070.905494878.3344899.6340573c%f 10 08TP10725070.905494878.3344799.6353309c%f 10 08TP10735070.905494878.3344799.6353309c%f 10 08TP10745070.904764878.3351799.6344908c%f 10 13TS06-Apr-13 11:15 13TLEDM tol. error: Pt: 0012 0.033 13TLV.obs tol. error: Pt: 0012 0-02'30" 13TLH.obs tol. error: Pt: 0012 0-01'45" 13TLHDist tol. error: Pt: 0012 0.037 13TPAction Check only Pt-Pt SDist 0.044 13TPCheck only From 0011 To pt 0012 13TPëNorth 0.008 ëEast 0.036 ëElev -0.023 13TPCheck only c%f 12 08TP10755000.007914969.36840100.146575c%f 12 08TP10765000.008154969.36742100.145972c%f 12 41437
24 62108 Jesús Alfonso Campoya Guel.
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909/bebrero/2012
LEVANTAMIENTO DE UN POLIGONO POR MEDIO DE LA ESTACION TOTAL
REPORTE DE PORCENTAJE DE PARTICIPACIÓN EN LA PRÁCTICA (EN %)TRABAJO DE CAMPOMATRÍCULA NOMBRE PARTICIPACIÓN FIRMA98191 Miriam Solís Meza 100%92746 Aracely Carrillo Salas 100%89172 Linda Loera Olivares 100%81502 Victoria Vital Mancillas 100%92804 Edgar Iván Chávez Madera 100%74203 Alfredo Trejo Palma 100%86552 Edgar Alonso Avalos Ruiz 100%
25 62108 Jesús Alfonso Campoya Guel.