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Con un taquímetro se ha realizado un levantamiento, del q tenemos la siguiente libreta de campo:
Est | P.O | i | Lecturas de mira | Acimut | C. | Angulo comp. | Ang. vertical | g | d | t | c. calculadas | C. compen. | C definitivas |
| | | Hi | Hm | Hs | | | | | | | | x | Cx | y | Cy | x | y | z | X | Y | Z |
I | F | 1.40 | - | - | - | 184.15 | | | - | | | | | | | | | | | | | |
I | A | | 78.5 | 115 | 151.5 | 141.75 | | | -2.24 | | | | | | | | | | | | | |
A | I | 1.38 | 95.5 | 132 | 168.5 | 33.31 | | | 1.97 | | | | | | | | | | | | | |
A | B | | 157 | 187 | 217 | 233.32 | | | 1.84 | | | | | | | | | | | | | |
B | A | 1.41 | 101 | 131 | 161 | 20.52 | | | -1.42 | | | | | | | | | | | | | |
B | C | | 59 | 89 | 119 | 277.54 | | | 1.84 | | | | | | | | | | | | | |
C | B | 1.39 | 130 | 160 | 190 | 287.43 | | | -2.17 | | | | | | | | | | | | | |
C | E | | 82.25 | 123 | 160.75 | 87.44 | | | -1.04 | | | | | | | | | | | | | |
E | C | 1.40 | 207.25 | 245 | 282.75 | 300.49 | | | 1.79 | | | | | | | | | | | | | |
E | F | | 113 | 141 | 169 | 159.77 | | | -2.08 | | | | | | | | | | | | | |
F | E | 1.38 | 138 | 166 | 194 | 10.80 | | | 2.41 | | | | | | | | | | | | | |
F | I | | - | - | - | 336.94 | | | - | | | | | | | | | | | | | |
Se sabe q la constante diastométrica del instrumento vale k =100, la mira es de centímetro y se conocen las siguientes coordenadas:
I(2100, 2100,200) ; F(2357.61, 2077.43, 198.16)
Calcular la altimetría de todos los puntos
Calcular las coordenadas rectangulares absolutas de todos los puntos
Descargar
Enviado por: | Phoebe |
Idioma: | castellano |
País: | España |