P1 Nivelación de bancos de nivel

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CIV-2214-\u201cB\u201d Topograf\u00eda II_______ Aux. Alexis A. D\u00e1valos Zuleta

Nivelaci\u00f3n de Bancos de Nivel Proyecto N\u00ba 1

N i v e l a c i\ u 0 0 f 3 n

D e b a n c o s d e n i v e l

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Donde

n = numero de mediciones

Dm. = distancia promedio de las obs E.m. = error medio del promedio P.L. = Posici\u00f3n lineal

Si = diferencia entre el promedio por cada una de las abs.

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CIV-2214- Topografía II“B” _______ Aux. Alexis A. Dávalos Zuleta

Nivelación de Bancos de Nivel Proyecto Nº 1

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i i _L K Peso 

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1 J L C 0 ) ( ) ( ) (Da Va Db Vb De Ve Va Vb Ve 0.015 0 0 ) ( ) ( ) (Dc Vc Dd Vd De Ve Vc Vd Ve 0.007 0

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 e a i i i V Peso * 2 2* Cj *Ec.Condición. . . * * 2 *V 2 C EcCondición Peso U e _j a i i i  )) 007 . 0 ( * ) 015 . 0 ( * ( * 2 * 1 ) ( * 414 . 1 2 1 2 2 2 2 Ve Vd Vc C Ve Vb Va C Ve Vd Vc Vb Va U 1 * 2 * 414 . 1 * 2 Va C Va U  1 * 2 * 414 . 1 * 2 Vb C Vb U  2 * 2 * 414 . 1 * 2 Vc C Vc U  2 * 2 * 414 . 1 * 2 Vd C Vd U  2 1 2* * 2 * 1 * 2 Ve C C Ve U  1 * 714 . 0 C Va Vb 0.714*C₁ Vc 0.714*C₂ Vd 0.714*C₂ Ve C₂ C₁ 0 015 . 0 Ve Vb Va 0.714*C₁ 0.714*C₁ (C₂ C₁) 0.015 0 0 015 . 0 * 429 . 2 C₁ C₂ 0 007 . 0 Ve Vd Vc 0.714*C₂ 0.714*C₂ (C₂ C₁) 0.007 0 0 007 . 0 * 429 . 2 ₂ 1 C C 0 015 . 0 * 429 . 2 C₁ C₂ 0 007 . 0 * 429 . 2 ₂ 1 C C C₁ 0.00886 C₂ 0.00653 00633 . 0 Va Vb 0.00633 Vc 0.00466 Vd 0.00466 Ve 0.00233

Tramo Desnivel DH [m.]Peso a +10.016 100 1.414 b -8.006 100 1.414 c -5.602 100 1.414 d +3.614 100 1.414 e +1.995 141.421 1

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P N OU T N R EO T E TES E E A IÓL V C N BMI 8010276 697528 3726 BMII 8010116 697482 3729 BMIII 8009905 697432 3729 BMIV 8009769 697411 3725 BMV 8009616 697393 3726 BMVI 8009502 697402 3727 BMVIII 8009501 697255 3735 BM XV 8009816 697176 3746 BMXVI 8009897 697004 3751 BMXVII 8010187 697212 3739 BMXVIII 8010254 696880 3753

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S gún direcciones del croquise

Tramo Em. Desnivel Distancia a I-XVIII 0,0035 35,548 648,373 b XVIII-XVII 0,0035 -26,194 338,693 c II-I 0,0025 -2,223 166,481 d XVII-II 0,0005 -6,890 279,179 d XVII-II 0,0035 -6,976 279,179 e XVI-XVII 0,005 -16,023 356,881 e XVI-XVII 0,003 -15,907 356,881 f XVI-II 0,039 -22,781 525,780 f XVI-II 0,0125 -23,008 525,780 g III-II 0,005 0,236 216,843 h III-XVI 0,002 23,108 428,075 h III-XVI 0,003 23,064 428,075 i XVI-XV 0,001 -7,135 190,118 j III-XV 0,001 15,931 271,029 j III-XV 0,008 15,932 271,029 k III-IV 0,002 -2,462 137,612 l XV-IV 0,002 -18,398 239,654 l XV-IV 0,015 -18,342 239,654 m XV-VIII 0,2565 -10,655 324,755 n VIII-IV 0,014 -7,590 310,097 n VIII-IV 0,004 -8,076 310,097 o VI-IV 0,0035 -2,507 267,152 p VI-VIII 0,002 4,262 356,881 Desn. Dist. Peso Corr V. a 35,548 648,373 1 Va b -26,194 338,693 1,914 Vb c -2,223 166,481 3,895 Vc d -6,901 279,179 2,322 Vd e -15,951 356,881 1,817 Ve f -22,953 525,78 1,233 Vf g 0,236 216,843 2,99 Vg h 23,09 428,075 1,515 Vh i -7,135 190,118 3,41 Vi j 15,931 271,029 2,392 Vj k -2,462 137,612 4,712 Vk l -18,366 239,654 2,705 Vl m -10,655 324,755 1,996 Vm n -7,968 310,097 2,091 Vn o -2,507 267,152 2,427 Vo p 4,262 356,881 1,817 Vp

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Desn. Correcion V Desn. Corregido a 35,548 -0.107 35.441 b -26,194 -0.056 -26.250 c -2,223 -0.027 -2.250 d -6,901 -0.040 -6.941 e -15,951 0.008 -15.943 f -22,953 0.069 -22.884 g 0,236 -0.033 0.203 h 23,09 -0.003 23.087 i -7,135 -0.031 -7.166 j 15,931 -0.010 15.921 k -2,462 0.028 -2.434 l -18,366 0.011 -18.355 m -10,655 -0.080 -10.735 n -7,968 0.347 -7.621 o -2,507 -0.365 -2.872 p 4,262 0.487 4.749 C ordenadaso P N O EevaciónU T l BMI 3725.866 BMII 3728.116 BMIII 3727.913 BMIV 3725.479 BMVI .728.350 BMVIII 3733.099 BM XV 3743.834 BMXVI 3751 BMXVII 3735.057 BMXVIII 3761.307

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