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 - ------------------------------------------------------------------------------------------- 17.626 45.694 27.113 154.999 84.911 18.000 41.755 24.426 144.243 81.153 18.310 38.194 22.337 135.542 79.798 18.626 32.636 19.047 140.526 87.274 19.310 33.454 17.812 84.750 54.934 19.626 26.726 13.613 89.942 63.453 20.000 13.247 3.481 44.569 31.498 20.300 9.848 -0.354 0.712 -3.839 - Casi-permanente -0.300 9.772 -0.219 0.433 -3.512 0.000 13.171 3.616 44.290 31.825 0.374 26.268 13.733 89.688 65.756 0.690 32.674 17.917 84.518 58.908 1.374 31.153 19.121 140.345 94.701 1.690 36.387 22.396 135.382 88.860 2.000 39.625 24.471 144.104 91.719 2.374 43.180 27.141 154.885 97.393 2.690 47.899 30.190 150.060 91.654 3.374 52.921 33.618 172.681 103.386 4.000 60.844 38.421 164.288 93.715 6.000 81.243 51.226 140.891 67.646 8.000 93.557 58.940 126.870 51.852 10.000 97.806 61.530 121.990 46.150 12.000 93.557 58.940 126.870 51.852 14.000 81.243 51.226 140.891 67.646 16.000 60.844 38.421 164.288 93.715 16.626 52.921 33.618 172.681 103.386 17.310 47.899 30.190 150.060 91.654 17.626 43.180 27.141 154.885 97.393 18.000 39.625 24.471 144.104 91.719 18.310 36.387 22.396 135.382 88.860 18.626 31.153 19.121 140.345 94.701 19.310 32.675 17.917 84.518 58.907 19.626 26.268 13.733 89.688 65.756 20.000 13.171 3.616 44.290 31.825 20.300 9.772 -0.219 0.433 -3.512 Env - Característica -0.300 10.061 -0.580 1.177 -4.412 0.000 13.460 3.255 45.034 30.926 0.374 27.575 12.566 95.318 59.596 0.690 34.840 15.250 95.195 48.301 1.374 35.196 5.946 161.103 74.904 1.690 41.294 7.737 160.741 64.711 2.000 45.395 7.383 173.596 63.566 2.374 49.974 6.782 189.513 64.140 2.690 55.401 8.564 188.482 54.830 3.374 61.751 7.034 217.915 60.303 4.000 70.871 10.104 215.656 44.591 6.000 94.314 18.240 207.690 2.948 8.000 108.563 23.122 202.910 -22.841 10.000 113.765 24.749 201.317 -32.979 12.000 108.563 23.122 202.910 -22.841 14.000 94.314 18.240 207.690 2.948 16.000 70.871 10.104 215.656 44.591 16.626 61.751 7.034 217.915 60.303 17.310 55.401 8.564 188.482 54.830 17.626 49.974 6.782 189.513 64.139 18.000 45.395 7.383 173.596 63.566 18.310 41.294 7.737 160.741 64.710 18.626 35.197 5.946 161.103 74.904 19.310 34.840 15.250 95.195 48.301 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 148
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Instante Día Situación s (m) Tsup + Tsup - Tinf + Tinf - ------------------------------------------------------------------------------------------- 19.626 27.575 12.566 95.318 59.596 20.000 13.460 3.255 45.034 30.926 20.300 10.061 -0.580 1.177 -4.412 - Frecuente -0.300 9.848 -0.354 0.712 -3.839 0.000 13.247 3.481 44.569 31.499 0.374 26.726 12.566 95.318 63.453 0.690 33.454 15.250 95.195 54.934 1.374 32.636 5.946 161.103 87.275 1.690 38.194 7.737 160.741 79.798 2.000 41.755 7.383 173.596 81.153 2.374 45.694 6.782 189.513 84.911 2.690 50.678 8.564 188.482 77.831 3.374 56.196 7.034 217.915 87.211 4.000 64.567 10.104 215.656 75.271 6.000 86.104 18.240 207.690 43.352 8.000 99.135 23.122 202.910 23.797 10.000 103.709 24.749 201.317 16.397 12.000 99.135 23.122 202.910 23.797 14.000 86.104 18.240 207.690 43.352 16.000 64.567 10.104 215.656 75.270 16.626 56.196 7.034 217.915 87.211 17.310 50.678 8.564 188.482 77.831 17.626 45.694 6.782 189.513 84.911 18.000 41.755 7.383 173.596 81.153 18.310 38.194 7.737 160.741 79.798 18.626 32.636 5.946 161.103 87.274 19.310 33.454 15.250 95.195 54.934 19.626 26.726 12.566 95.318 63.453 20.000 13.247 3.481 44.569 31.498 20.300 9.848 -0.354 0.712 -3.839 - Casi-permanente -0.300 9.772 -0.219 0.433 -3.512 0.000 13.171 3.616 44.290 31.825 0.374 26.268 12.566 95.318 65.756 0.690 32.674 15.250 95.195 58.908 1.374 31.153 5.946 161.103 94.701 1.690 36.387 7.737 160.741 88.860 2.000 39.625 7.383 173.596 91.719 2.374 43.180 6.782 189.513 97.393 2.690 47.899 8.564 188.482 91.654 3.374 52.921 7.034 217.915 103.386 4.000 60.844 10.104 215.656 93.715 6.000 81.243 18.240 207.690 67.646 8.000 93.557 23.122 202.910 51.852 10.000 97.806 24.749 201.317 46.150 12.000 93.557 23.122 202.910 51.852 14.000 81.243 18.240 207.690 67.646 16.000 60.844 10.104 215.656 93.715 16.626 52.921 7.034 217.915 103.386 17.310 47.899 8.564 188.482 91.654 17.626 43.180 6.782 189.513 97.393 18.000 39.625 7.383 173.596 91.719 18.310 36.387 7.737 160.741 88.860 18.626 31.153 5.946 161.103 94.701 19.310 32.675 15.250 95.195 58.907 19.626 26.268 12.566 95.318 65.756 20.000 13.171 3.616 44.290 31.825 20.300 9.772 -0.219 0.433 -3.512 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 149
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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 317 and 318: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 367: ACONDICIONAMIENTO DE MÁRGENES DEL
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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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