Hi Hm Hs d prom Nº EST PV i

E1 E4 122.10

1

E1 E4 1.47 1.47A 37.56 1 1.47 1.471 104.22 R1 1.47 1.472 93.50 R2 1.47 1.47

E2 233.10 E2 1.47 2.00E2 E1 233.90

2

E2 E1 1.37 1.373 137.85 3 1.37 1.374 137.14 4 1.37 1.375 176.67 5 1.37 1.37B 44.59 B 1.37 1.37

E3 217.80 E3 1.37 1.37E3 E2 218.00

3

E3 E2 1.35 1.356 58.58 4 1.35 1.357 74.37 5 1.35 1.35C 71.55 1.35 1.35D 64.55 6 1.35 1.35E4 265.50 E4 1.35 1.35

E4 E3 265.30

4

E4 E3 1.49 1.498 132.12 7 1.49 1.499 131.82 8 1.49 1.49E 36.04 9 1.49 1.49

E1 121.90 E5 1.49 1.49

Error por EXCESO

0.017453293

di CG M S G M S

122.10 97 7 40 0 0 0 1.6952 0.000037.56 90 47 36 253 54 57 1.5846 4.4317

104.22 76 51 40 70 18 44 1.3415 1.227293.50 75 39 46 107 31 11 1.3206 1.8766

233.10 93 32 40 127 26 12 1.6327 2.2242 0.0000233.90 86 18 20 0 0 0 1.5063 0.0000137.85 73 43 32 19 26 43 1.2868 0.3394137.14 73 38 22 35 29 13 1.2853 0.6194176.67 77 21 0 41 21 32 1.3500 0.7218

44.59 92 23 26 228 40 19 1.6125 3.9911217.80 72 31 20 68 43 0 1.2658 1.1993 0.0000218.00 107 28 40 0 0 0 1.8758 0.0000

58.58 101 58 16 108 25 31 1.7797 1.892474.37 99 24 8 127 27 12 1.7349 2.224571.55 89 54 14 173 42 31 1.5691 3.031864.55 89 17 24 272 32 12 1.5584 4.7567

265.50 104 0 20 90 22 35 1.8152 1.5774 0.0000265.30 75 59 40 0 0 0 1.3264 0.0000132.12 67 46 38 344 20 38 1.1829 6.0099131.82 67 44 1 356 56 4 1.1822 6.2297

36.04 90 21 56 227 57 57 1.5772 3.9788

121.90 82 52 40 73 28 17 1.4465 1.2823 0.0000

360.0011 6.2832 0.0000

360.00 6.2832Ec

Error por EXCESO 0.0011 0.0000

<𝑉 <𝐻 <𝐻 correg

∑<𝐻∑𝑇

⇒

<𝑉 <𝐻

AZIMUT AZIMUT DISTANCIAS CALCULO DE COORDENADAS

dec G M S dec DH DH prom DH acumPARCIALES

120.2202.6497 37.553 17.74

-0.5548 98.835 -52.070.0946 87.767 8.29

2.2242 25 20 4 0.4422 232.209 232.569 232.569 99.52232.929

3.9231 127.024 -89.474.2031 126.259 -110.244.3056 168.197 -154.471.2917 44.512 42.79

1.1993 4.7831 198.154 198.245 430.814 -197.75198.336

3.5339 56.060 -21.433.8660 72.385 -47.974.6733 71.550 -71.500.1150 64.540 7.40

1.5774 3.2189 249.949 249.855 680.669 -19.29249.761

6.0872 113.221 -22.050.0238 112.894 2.684.0560 36.039 -28.55

1.2823 1.3596 120.026 120.123 800.792 117.45

-0.076.2832 SUMA 800.7922 ex

OK

Verificacion de Azimut0.4422 OKK¡¡¡

es igual que el primer azimut

<𝐻 correg

∆𝑥 ∆𝑦

CALCULO DE COORDENADASPARCIALES CORRECCIONES CORREGIDAS ABSOLUTAS

Cx Cy X (ESTE) Y (NORTE)460000.0000 8500000.0000

-33.10 460017.7376 8499966.900384.01 459947.9334 8500084.008387.37 460008.2866 8500087.3745

210.20 0.0165 -0.0685 99.5330 210.1333 460099.5330 8500210.1333

-90.16 460010.0594 8500119.9690-61.56 459989.2960 8500148.5779-66.55 459945.0607 8500143.585712.26 460142.3225 8500222.397814.00 0.0165 -0.0685 -197.7333 13.9296 459901.7997 8500224.0629

-51.80 459880.3682 8500172.2615-54.21 459853.8319 8500169.8531

-2.80 459830.3046 8500221.265764.11 459909.2039 8500288.1769

-249.11 0.0165 -0.0685 -19.2698 -249.1781 459882.5300 8499974.8848

111.05 459860.4822 8500085.9387112.86 459885.2124 8500087.7468-21.99 459853.9797 8499952.8925

25.18 0.0165 -0.0685 117.4700 25.1152 460000.0000 8500000.0000

0.27 0.0659 -0.2739 0.0000 0.0000ey

Verificar primer y ultima coordenada, debe ser igual.

∆𝑦 ∆𝑥 ∆𝑦 ∆𝐡

CALCULO DE COORDENADAS

COTA C

-15.0333959 -15.0334 480.00 480.0000-0.51999976 -0.5200 479.48 479.480023.0703192 23.0703 503.07 503.070322.4321562 22.4322 502.43 502.4322

-14.3833231 -14.9133 -14.9767 465.02 -0.0403 464.982915.040154 15.0402

37.0829634 37.0830 502.11 502.106237.0655372 37.0655 502.09 502.088837.7506569 37.7507 502.77 502.7739

-1.85827313 -1.8583 463.16 463.165062.3932581 62.3933 62.4219 527.45 -0.0747 527.3704

-62.4505522 -62.4506-11.8863274 -11.8863 515.56 515.5588-11.9861804 -11.9862 515.46 515.4590

0.1200217 0.1200 527.57 527.56520.79981124 0.7998 528.24 528.2450-62.345079 -62.3451 -62.3216 465.12 -0.1181 465.005562.2981148 62.298146.2572726 46.2573 511.38 511.380846.2238157 46.2238 511.35 511.3474-0.2299343 -0.2299 464.89 464.8936

14.9973151 14.9973 15.0154 480.14 -0.1389 480.0000OK

Ec = 0.14

Error por EXCESOVerificar primer y ultima coordenada, debe ser igual.

Se saca el promedio (de la resta, que en si es sumar), sin tomar en cuenta el signo, pero pasa el signo de arriba.

COTA CORREGIDA∆𝐡 ∆𝐇 ∆𝐇 prom.

COORDENADASE1 E4 460000,8500000,480

1 460017.7376,8499966.9003R1 459947.9334,8500084.0083R2 460008.2866,8500087.3745E2 460099.533,8500210.1333

E2 E1 0,03 460010.0594,8500119.9694 459989.296,8500148.57795 459945.0607,8500143.5857B 460142.3225,8500222.3978

E3 459901.7997,8500224.0629E3 E2 0,0

4 459880.3682,8500172.26155 459853.8319,8500169.8531

459830.3046,8500221.26576 459909.2039,8500288.1769

E4 459882.53,8499974.8848E4 E3 0,0

7 459860.4822,8500085.93878 459885.2124,8500087.74689 459853.9797,8499952.8925

OK E5 460000,8500000

El primero y el ultimo tienen que ser iguales.

Se saca el promedio (de la resta, que en si es sumar), sin tomar en cuenta el signo, pero pasa el signo de arriba.

460000 8500000460017.737613 8499966.9003459947.933385 8500084.00832460008.286592 8500087.37452

#NAME? #NAME?460099.533048 8500210.13328

460142.322502 8500222.39779459901.799745 8500224.06289

459880.368155 8500172.26152459853.83185 8500169.8531

459909.203874 8500288.17686459882.529959 8499974.88481

459860.482173 8500085.93866459885.212365 8500087.74684459853.979731 8499952.89253

#NAME? #NAME?#NAME? #NAME?#NAME? #NAME?#NAME? #NAME?

460000 8500000

#NAME? #NAME?#NAME? #NAME?

COORDENADAS0,0,00,0,00,0,00,0,00,0,00,0,00,0,00,0,00,0,00,0,0