TOPOGRAFIA: NIVELACION CERRADA
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PUNTO DISTANCIA VISTA ATRÁS VISTA ADELANTE COTA OBSERVACION HS HM HI HS HM HI A 0 0.479 4.667 4.540 1816.657 --- --- --- 1811.990 BM 1 20 --- --- --- 1.763 1.719 1.675 1814.938 E1 1 20 3.533 3.458 3.398 1818.396 --- --- --- E2 2 40 --- --- --- 0.343 0.307 0.270 1818.089 2 40 4.592 4.530 4.462 1822.619 --- --- --- E3 3 60 --- --- --- 0.261 0.229 0.199 1822.390 3 60 3.799 3.760 3.720 1826.150 --- --- --- E4 4 70 --- --- --- 0.995 0.966 0.937 1825.184 4 70 3.452 3.409 3.368 1828.593 --- --- --- E5 5 80 --- --- --- 0.816 0.775 0.734 1827.818 5 80 3.485 3.454 3.421 1831.272 --- --- --- E6 B 90 --- --- --- 2.121 2.099 2.079 1829.173 B 0 2.121 2.099 2.079 1831.272 --- --- --- 1829.173 BM 5 10 --- --- --- 3.485 3.454 3.421 1827.818 E1 5 10 0.764 0.736 0.689 1828.554 --- --- --- E2 4 20 --- --- --- 3.405 3.366 3.326 1825.188 4 20 0.567 0.539 0.509 1825.727 --- --- --- E3 3 30 --- --- --- 3.395 3.360 3.324 1822.367 3 30 0.144 0.115 0.086 1822.482 --- --- --- E4 2 50 --- --- --- 4.522 4.450 4.370 1818.032 2 50 0.111 0.065 0.017 1818.097 --- --- --- E5 1 70 --- --- --- 3.308 3.255 3.205 1814.842 1 70 0.549 0.519 0.489 1815.361 --- --- --- E6 A 90 --- --- --- 3.549 3.467 3.399 1811.894 27.351 27.447 ERROR -0.096 -0.096 ALTURA DE INSTRUMENTO
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CALCULOS PARA UNA NIVELACION CERRADA CON NIVEL DE INGENIERO
Transcript of TOPOGRAFIA: NIVELACION CERRADA
PUNTO DISTANCIAVISTA ATRÁS VISTA ADELANTE
COTA OBSERVACIONHS HM HI HS HM HI
A 0 0.479 4.667 4.540 1816.657 --- --- --- 1811.990 BM 2.50951 20 --- --- --- 1.763 1.719 1.675 1814.938 E11 20 3.533 3.458 3.398 1818.396 --- --- ---
E2 3.46552 40 --- --- --- 0.343 0.307 0.270 1818.0892 40 4.592 4.530 4.462 1822.619 --- --- ---
E3 4.5273 60 --- --- --- 0.261 0.229 0.199 1822.3903 60 3.799 3.760 3.720 1826.150 --- --- ---
E4 3.75954 70 --- --- --- 0.995 0.966 0.937 1825.1844 70 3.452 3.409 3.368 1828.593 --- --- ---
E5 3.415 80 --- --- --- 0.816 0.775 0.734 1827.8185 80 3.485 3.454 3.421 1831.272 --- --- ---
E63.453
B 90 --- --- --- 2.121 2.099 2.079 1829.173B 0 2.121 2.099 2.079 1831.272 --- --- --- 1829.173 BM 2.15 10 --- --- --- 3.485 3.454 3.421 1827.818 E15 10 0.764 0.736 0.689 1828.554 --- --- ---
E2 0.72654 20 --- --- --- 3.405 3.366 3.326 1825.1884 20 0.567 0.539 0.509 1825.727 --- --- ---
E3 0.5383 30 --- --- --- 3.395 3.360 3.324 1822.3673 30 0.144 0.115 0.086 1822.482 --- --- ---
E4 0.1152 50 --- --- --- 4.522 4.450 4.370 1818.0322 50 0.111 0.065 0.017 1818.097 --- --- ---
E5 0.0641 70 --- --- --- 3.308 3.255 3.205 1814.8421 70 0.549 0.519 0.489 1815.361 --- --- ---
E60.519
A 90 --- --- --- 3.549 3.467 3.399 1811.89425.187
27.351 27.447ERROR -0.096 -0.096
ALTURA DE INSTRUMENTO
PUNTO DISTANCIA ERROR (E) di D
A 0 1811.990 -0.096 0 180 0.0000 1811.9901 20 1814.938 -0.096 20 180 0.0107 1814.9492 40 1818.089 -0.096 40 180 0.0213 1818.1103 60 1822.390 -0.096 60 180 0.0320 1822.4224 70 1825.184 -0.096 70 180 0.0373 1825.2215 80 1827.818 -0.096 80 180 0.0427 1827.861B 90 1829.173 -0.096 90 180 0.0480 1829.221B 0 1829.173 -0.096 90 180 0.0480 1829.2215 10 1827.818 -0.096 100 180 0.0533 1827.8714 20 1825.188 -0.096 110 180 0.0587 1825.2473 30 1822.367 -0.096 120 180 0.0640 1822.4312 50 1818.032 -0.096 140 180 0.0747 1818.1071 70 1814.842 -0.096 160 180 0.0853 1814.927A 90 1811.894 -0.096 180 180 0.0960 1811.990
COTA CALCULADA
COMPENSACION C= E*di/D
COTA CORREGIDA
PUNTO DISTANCIA Pendiente
A 0 1811.990
0.1739
1811.990 1811.9901 20 1814.949 1814.949 1815.4672 40 1818.110 1818.110 1818.9453 60 1822.422 1822.422 1822.4224 70 1825.221
0.22661825.221 1824.688
5 80 1827.861 1827.861 1826.955B 90 1829.221 1829.221 1829.221
OK
0.0969.6
COTA CORREGIDA
cota de terreno
cota rasasnte
