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 - ------------------------------------------------------------------------------------------- 14.000 91.636 54.491 137.125 45.074 16.000 68.683 40.611 162.532 76.925 16.626 59.748 35.432 171.630 88.754 17.310 53.569 31.484 149.852 79.314 17.626 48.293 28.256 154.883 86.303 18.000 44.096 25.459 143.979 82.272 18.310 40.315 23.319 135.169 80.700 18.626 34.496 19.969 140.063 88.264 19.310 34.740 18.442 84.135 55.217 19.626 27.691 14.132 89.292 63.588 20.000 13.882 3.799 43.900 31.421 20.300 10.462 -0.029 0.036 -3.916 - Casi-permanente -0.300 10.390 0.027 -0.119 -3.900 0.000 13.811 3.856 43.746 31.438 0.374 27.317 14.189 89.165 65.483 0.690 34.102 18.499 84.031 58.699 1.374 33.281 20.028 140.011 95.033 1.690 38.834 23.378 135.140 89.023 2.000 42.349 25.519 143.972 92.026 2.374 46.232 28.317 154.903 97.877 2.690 51.297 31.546 149.883 92.062 3.374 57.093 35.496 171.671 103.382 4.000 65.683 40.679 162.580 93.382 6.000 87.742 54.534 137.162 66.226 8.000 101.009 62.897 121.644 49.510 10.000 105.539 65.739 116.195 43.415 12.000 101.009 62.897 121.644 49.510 14.000 87.742 54.534 137.162 66.226 16.000 65.683 40.679 162.580 93.382 16.626 57.093 35.496 171.671 103.382 17.310 51.297 31.546 149.883 92.062 17.626 46.232 28.317 154.902 97.877 18.000 42.349 25.519 143.972 92.026 18.310 38.834 23.378 135.139 89.023 18.626 33.281 20.028 140.011 95.033 19.310 34.102 18.499 84.031 58.699 19.626 27.317 14.189 89.165 65.483 20.000 13.811 3.856 43.746 31.438 20.300 10.390 0.027 -0.119 -3.900 Env - Característica -0.300 10.581 -0.208 0.317 -3.944 0.000 14.002 3.621 44.182 31.394 0.374 28.312 12.566 95.318 60.422 0.690 35.796 15.250 95.195 49.399 1.374 36.508 5.946 161.103 76.952 1.690 42.766 7.737 160.741 66.792 2.000 46.987 7.383 173.596 65.972 2.374 51.705 6.782 189.513 66.960 2.690 57.326 8.564 188.482 58.008 3.374 64.132 7.034 217.915 64.307 4.000 73.628 10.104 215.656 49.420 6.000 98.007 18.240 207.690 9.684 8.000 112.765 23.122 202.910 -15.129 10.000 118.011 24.749 201.317 -24.960 12.000 112.765 23.122 202.910 -15.129 14.000 98.007 18.240 207.690 9.684 16.000 73.628 10.104 215.656 49.420 16.626 64.132 7.034 217.915 64.306 17.310 57.326 8.564 188.482 58.008 17.626 51.705 6.782 189.513 66.959 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 142
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Instante Día Situación s (m) Tsup + Tsup - Tinf + Tinf - ------------------------------------------------------------------------------------------- 18.000 46.987 7.383 173.596 65.972 18.310 42.766 7.737 160.741 66.792 18.626 36.508 5.946 161.103 76.952 19.310 35.796 15.250 95.195 49.398 19.626 28.312 12.566 95.318 60.422 20.000 14.002 3.621 44.182 31.393 20.300 10.581 -0.208 0.317 -3.944 - Frecuente -0.300 10.462 -0.029 0.036 -3.916 0.000 13.882 3.799 43.900 31.421 0.374 27.691 12.566 95.318 63.588 0.690 34.740 15.250 95.195 55.217 1.374 34.496 5.946 161.103 88.264 1.690 40.315 7.737 160.741 80.700 2.000 44.096 7.383 173.596 82.273 2.374 48.293 6.782 189.513 86.303 2.690 53.569 8.564 188.482 79.314 3.374 59.748 7.034 217.915 88.754 4.000 68.683 10.104 215.656 76.925 6.000 91.636 18.240 207.690 45.074 8.000 105.489 23.122 202.910 25.350 10.000 110.289 24.749 201.317 17.857 12.000 105.489 23.122 202.910 25.350 14.000 91.636 18.240 207.690 45.074 16.000 68.683 10.104 215.656 76.925 16.626 59.748 7.034 217.915 88.754 17.310 53.569 8.564 188.482 79.314 17.626 48.293 6.782 189.513 86.303 18.000 44.096 7.383 173.596 82.272 18.310 40.315 7.737 160.741 80.700 18.626 34.496 5.946 161.103 88.264 19.310 34.740 15.250 95.195 55.217 19.626 27.691 12.566 95.318 63.588 20.000 13.882 3.799 43.900 31.421 20.300 10.462 -0.029 0.036 -3.916 - Casi-permanente -0.300 10.390 -0.000 0.000 -3.900 0.000 13.811 3.856 43.865 31.438 0.374 27.317 12.566 95.318 65.483 0.690 34.102 15.250 95.195 58.699 1.374 33.281 5.946 161.103 95.033 1.690 38.834 7.737 160.741 89.023 2.000 42.349 7.383 173.596 92.026 2.374 46.232 6.782 189.513 97.877 2.690 51.297 8.564 188.482 92.062 3.374 57.093 7.034 217.915 103.382 4.000 65.683 10.104 215.656 93.382 6.000 87.742 18.240 207.690 66.226 8.000 101.009 23.122 202.910 49.510 10.000 105.539 24.749 201.317 43.415 12.000 101.009 23.122 202.910 49.510 14.000 87.742 18.240 207.690 66.226 16.000 65.683 10.104 215.656 93.382 16.626 57.093 7.034 217.915 103.382 17.310 51.297 8.564 188.482 92.062 17.626 46.232 6.782 189.513 97.877 18.000 42.349 7.383 173.596 92.026 18.310 38.834 7.737 160.741 89.023 18.626 33.281 5.946 161.103 95.033 19.310 34.102 15.250 95.195 58.699 19.626 27.317 12.566 95.318 65.483 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 143
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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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Page 311 and 312: ACONDICIONAMIENTO DE MÁRGENES DEL
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Vano 1 Viga 4 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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MODULO DE CALCULO MATRICIAL =======
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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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