PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Instante Día Situación s (m) Tsup + Tsup - Tinf + Tinf - ------------------------------------------------------------------------------------------- 1.374 9.001 -2.375 8.795 -3.440 1.690 10.656 -1.316 9.729 -3.231 2.000 12.519 -0.790 10.835 -3.140 2.374 14.635 -0.448 12.187 -2.960 2.690 15.982 0.491 12.968 -2.759 3.374 18.956 1.099 14.999 -2.549 4.000 21.222 2.863 16.381 -2.157 6.000 27.010 7.331 19.805 -1.107 8.000 30.707 10.113 21.933 -0.424 10.000 32.344 10.952 22.808 -0.244 12.000 30.707 10.113 21.933 -0.424 14.000 27.010 7.331 19.805 -1.107 16.000 21.222 2.863 16.381 -2.157 16.626 18.956 1.099 14.999 -2.549 17.310 15.982 0.491 12.968 -2.759 17.626 14.635 -0.448 12.187 -2.960 18.000 12.519 -0.790 10.835 -3.140 18.310 10.656 -1.316 9.729 -3.231 18.626 9.001 -2.375 8.795 -3.440 19.310 4.533 -1.446 5.875 -3.578 19.626 2.856 -2.573 4.889 -3.763 20.000 0.555 -2.198 1.773 -3.730 20.300 0.303 -0.977 0.204 -3.515 - Casi-permanente -0.300 0.226 -0.884 0.141 -3.465 0.000 0.478 -2.105 1.710 -3.681 0.374 2.025 -2.482 4.558 -3.713 0.690 3.060 -1.360 5.312 -3.527 1.374 6.167 -2.299 7.722 -3.388 1.690 7.186 -1.244 8.422 -3.179 2.000 8.440 -0.722 9.293 -3.087 2.374 9.807 -0.385 10.367 -2.907 2.690 10.662 0.552 10.963 -2.704 3.374 12.799 1.161 12.656 -2.492 4.000 14.282 2.927 13.734 -2.098 6.000 18.046 7.370 16.368 -1.069 8.000 20.434 10.113 17.979 -0.424 10.000 21.464 10.952 18.615 -0.180 12.000 20.434 10.113 17.979 -0.424 14.000 18.047 7.370 16.368 -1.069 16.000 14.282 2.927 13.734 -2.098 16.626 12.799 1.161 12.656 -2.492 17.310 10.663 0.552 10.963 -2.704 17.626 9.807 -0.385 10.367 -2.907 18.000 8.440 -0.722 9.293 -3.087 18.310 7.186 -1.244 8.422 -3.179 18.626 6.167 -2.299 7.722 -3.388 19.310 3.061 -1.360 5.312 -3.527 19.626 2.025 -2.482 4.558 -3.713 20.000 0.478 -2.105 1.710 -3.680 20.300 0.226 -0.884 0.141 -3.465 Env - Característica -0.300 0.431 -1.225 0.309 -3.672 0.000 0.683 -2.446 1.878 -3.888 0.374 4.239 -2.799 5.436 -3.903 0.690 6.982 -1.654 6.808 -3.711 1.374 13.717 -2.542 10.571 -3.556 1.690 16.429 -1.464 11.892 -3.340 2.000 19.305 -0.920 13.387 -3.241 2.374 22.667 -0.556 15.198 -3.053 2.690 24.828 0.000 16.284 -2.849 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 166
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Instante Día Situación s (m) Tsup + Tsup - Tinf + Tinf - ------------------------------------------------------------------------------------------- 3.374 29.187 0.000 18.868 -2.644 4.000 32.747 0.000 20.746 -2.256 6.000 41.848 0.000 25.428 -1.170 8.000 47.666 0.000 28.355 -0.424 10.000 50.310 0.000 29.622 -0.180 12.000 47.666 0.000 28.355 -0.424 14.000 41.848 0.000 25.428 -1.170 16.000 32.747 0.000 20.746 -2.256 16.626 29.187 0.000 18.868 -2.644 17.310 24.828 0.000 16.284 -2.849 17.626 22.667 -0.556 15.198 -3.053 18.000 19.305 -0.920 13.387 -3.241 18.310 16.429 -1.464 11.892 -3.340 18.626 13.717 -2.542 10.571 -3.556 19.310 6.982 -1.654 6.808 -3.711 19.626 4.239 -2.799 5.436 -3.903 20.000 0.683 -2.446 1.878 -3.888 20.300 0.431 -1.225 0.309 -3.672 - Frecuente -0.300 0.303 -0.977 0.204 -3.515 0.000 0.555 -2.198 1.773 -3.730 0.374 2.856 -2.573 4.889 -3.763 0.690 4.533 -1.446 5.875 -3.578 1.374 9.001 -2.375 8.795 -3.440 1.690 10.656 -1.316 9.729 -3.231 2.000 12.519 -0.790 10.835 -3.140 2.374 14.635 -0.448 12.187 -2.960 2.690 15.982 0.000 12.968 -2.759 3.374 18.956 0.000 14.999 -2.549 4.000 21.222 0.000 16.381 -2.157 6.000 27.010 0.000 19.805 -1.107 8.000 30.707 0.000 21.933 -0.424 10.000 32.344 0.000 22.808 -0.244 12.000 30.707 0.000 21.933 -0.424 14.000 27.010 0.000 19.805 -1.107 16.000 21.222 0.000 16.381 -2.157 16.626 18.956 0.000 14.999 -2.549 17.310 15.982 0.000 12.968 -2.759 17.626 14.635 -0.448 12.187 -2.960 18.000 12.519 -0.790 10.835 -3.140 18.310 10.656 -1.316 9.729 -3.231 18.626 9.001 -2.375 8.795 -3.440 19.310 4.533 -1.446 5.875 -3.578 19.626 2.856 -2.573 4.889 -3.763 20.000 0.555 -2.198 1.773 -3.730 20.300 0.303 -0.977 0.204 -3.515 - Casi-permanente -0.300 0.226 -0.884 0.141 -3.465 0.000 0.478 -2.105 1.710 -3.681 0.374 2.025 -2.482 4.558 -3.713 0.690 3.060 -1.360 5.312 -3.527 1.374 6.167 -2.299 7.722 -3.388 1.690 7.186 -1.244 8.422 -3.179 2.000 8.440 -0.722 9.293 -3.087 2.374 9.807 -0.385 10.367 -2.907 2.690 10.662 0.000 10.963 -2.704 3.374 12.799 0.000 12.656 -2.492 4.000 14.282 0.000 13.734 -2.098 6.000 18.046 0.000 16.368 -1.069 8.000 20.434 0.000 17.979 -0.424 10.000 21.464 0.000 18.615 -0.180 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 167
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AYUNTAMIENTO DE OVIEDO PROYECTO DE
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MEMORIA ACONDICIONAMIENTO DE MÁRGE
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1.- ANTECEDENTES PROYECTO DE “ACO
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PROYECTO DE “ACONDICIONAMIENTO DE
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**** Adjusted Coordinates **** Proj
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BLSUM.TXT 13.3 N18 N15 P/C1 Lw Ln f
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ACTIVITY.LOG 9 2.939220e-004 10 5.8
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CLOSURES.LOG CLOSURES LOG NETWORK =
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BIGRESID.LOG 1 N18 -**- -3.9933m 0.
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SUMMARY OF COVARIANCES NETWORK = VI
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COVAR.LOG 194 311ø02'02" 0.12" 160
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COVAR.LOG N11 349ø26'51" 1.19" 105
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COVAR.LOG N5 -2.6127m 0.0073m -**-
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COVAR.LOG N20 320ø49'02" 0.39" 767
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COORDS.LOG 13 N18 Y= 4807932.1409 +
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LISTADO DE BASES DE REPLANTEO Siste
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BASE R.: N2 COORDENADAS UTM: X = Y
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BASE R.: 171R - N10 COORDENADAS UTM
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Punto X Y Z Nombre 51 271562.298 48
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Punto X Y Z Nombre 1022 271929.859
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ACONDICIONAMIENTO DE MÁRGENES DEL
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1.- INTRODUCCIÓN ACONDICIONAMIENTO
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• Franja móvil Intermedia • Su
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5.2 CUATERNARIO QR: Rellenos antró
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6.1.3 Resistencia por fuste ACONDIC
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REFERENCIA HULE0020 SONDEO 1 PROFUN
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REFERENCIA HULE0040 SONDEO 1 PROFUN
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Félix Aramburu 4-6 1º, 33007 - Ov
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LÍMIT NORM RENCIA: ZACIÖN: OBRA:
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PUENTE SOBRE EL NORA A continuació
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PESO PROPIO CARGAS MUERTAS ACONDICI
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VIENTO ACONDICIONAMIENTO DE MÁRGEN
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MATERIALES ACONDICIONAMIENTO DE MÁ
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Vano 1 Viga 1 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 3 ------------------ AC
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Vano 1 Viga 4 ------------------ AC
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5.1.3 Materiales Hormigón de las v
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Carro de cargas ---------------- AC
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Vano 1 Viga 3 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Page 335 and 336: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 385: ACONDICIONAMIENTO DE MÁRGENES DEL
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ELS ACONDICIONAMIENTO DE MÁRGENES
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6.3 CIMENTACIÓN ACONDICIONAMIENTO
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7.4 CONCLUSIÓN (mm). ACONDICIONAMI
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1.- INTRODUCCIÓN ACONDICIONAMIENTO
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Leyenda ACONDICIONAMIENTO DE MÁRGE
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Leyenda ACONDICIONAMIENTO DE MÁRGE
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8.1 FLEXIÓN ACONDICIONAMIENTO DE M
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8.3 TORSIÓN ACONDICIONAMIENTO DE M
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Definición de la sección ========
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9.- BARRERA 1.5 kN/m. ACONDICIONAMI
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3.4.3 Plantaciones ACONDICIONAMIENT
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ANEJO Nº7.- JUSTIFICACIÓN DE PREC
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LISTADO DE MANO DE OBRA ACONDICIONA
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LISTADO DE MAQUINARIA ACONDICIONAMI
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LISTADO DE MATERIALES ACONDICIONAMI
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LISTADO DE MATERIALES ACONDICIONAMI
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CUADRO DE PRECIOS AUXILIARES ACONDI
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ANEJO Nº7.- JUSTIFICACIÓN DE PREC
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CUADRO DE DESCOMPUESTOS ACONDICIONA
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ANEJO Nº 8.- PROGRAMA DE TRABAJOS
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1.1.- OBJETO PROYECTO DE “ACONDIC
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RCDs Nivel I 1. TIERRAS Y PÉTREOS
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RCDs Nivel II RCD: Potencialmente P
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X PROYECTO DE “ACONDICIONAMIENTO
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PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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