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15 december 2022 09.34.08 -0600,
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Raderade resurs Urbanización Bosques_epaswmm.inp från Mejoramiento del sistema pluvial de la urbanización de Bosques de Santa Ana
| f | 1 | { | f | 1 | { |
| 2 | "author": "Geotectica", | 2 | "author": "Geotectica", | ||
| 3 | "author_email": "", | 3 | "author_email": "", | ||
| 4 | "creator_user_id": "40b6d3d2-de8f-43ff-8329-4dd5340d1a8d", | 4 | "creator_user_id": "40b6d3d2-de8f-43ff-8329-4dd5340d1a8d", | ||
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| 9 | "license_id": "cc-by", | 9 | "license_id": "cc-by", | ||
| 10 | "license_title": "Creative Commons Attribution", | 10 | "license_title": "Creative Commons Attribution", | ||
| 11 | "license_url": "http://www.opendefinition.org/licenses/cc-by", | 11 | "license_url": "http://www.opendefinition.org/licenses/cc-by", | ||
| 12 | "maintainer": "", | 12 | "maintainer": "", | ||
| 13 | "maintainer_email": "", | 13 | "maintainer_email": "", | ||
| 14 | "metadata_created": "2022-12-15T14:20:19.019643", | 14 | "metadata_created": "2022-12-15T14:20:19.019643", | ||
| n | 15 | "metadata_modified": "2022-12-15T15:32:37.574902", | n | 15 | "metadata_modified": "2022-12-15T15:34:08.508967", |
| 16 | "name": | 16 | "name": | ||
| 17 | iento-del-sistema-pluvial-de-la-urbanizacion-de-bosques-de-santa-ana", | 17 | iento-del-sistema-pluvial-de-la-urbanizacion-de-bosques-de-santa-ana", | ||
| 18 | "notes": "El estudio posee el objetivo de plantear un redise\u00f1o | 18 | "notes": "El estudio posee el objetivo de plantear un redise\u00f1o | ||
| 19 | del sistema de desfogue de aguaspluviales para mejorar las condiciones | 19 | del sistema de desfogue de aguaspluviales para mejorar las condiciones | ||
| 20 | hidrol\u00f3gicas e hidr\u00e1ulicas del sistema dentro de | 20 | hidrol\u00f3gicas e hidr\u00e1ulicas del sistema dentro de | ||
| 21 | laUrbanizaci\u00f3n Bosques de Santa Ana., tomando en cuenta el | 21 | laUrbanizaci\u00f3n Bosques de Santa Ana., tomando en cuenta el | ||
| 22 | blindaje ante el cambio clim\u00e1ticocon un enfoque de gesti\u00f3n | 22 | blindaje ante el cambio clim\u00e1ticocon un enfoque de gesti\u00f3n | ||
| 23 | del riesgo dentro de la microcuenca de la quebrada Pilas.", | 23 | del riesgo dentro de la microcuenca de la quebrada Pilas.", | ||
| n | 24 | "num_resources": 30, | n | 24 | "num_resources": 29, |
| 25 | "num_tags": 4, | 25 | "num_tags": 4, | ||
| 26 | "organization": { | 26 | "organization": { | ||
| 27 | "approval_status": "approved", | 27 | "approval_status": "approved", | ||
| 28 | "created": "2022-01-25T16:30:35.999330", | 28 | "created": "2022-01-25T16:30:35.999330", | ||
| 29 | "description": "", | 29 | "description": "", | ||
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| 31 | "image_url": "2022-02-04-181001.011066Icono-Riesgos-2.jpg", | 31 | "image_url": "2022-02-04-181001.011066Icono-Riesgos-2.jpg", | ||
| 32 | "is_organization": true, | 32 | "is_organization": true, | ||
| 33 | "name": "proceso-de-gestion-de-riesgos", | 33 | "name": "proceso-de-gestion-de-riesgos", | ||
| 34 | "state": "active", | 34 | "state": "active", | ||
| 35 | "title": "Proceso de Gesti\u00f3n de Riesgos", | 35 | "title": "Proceso de Gesti\u00f3n de Riesgos", | ||
| 36 | "type": "organization" | 36 | "type": "organization" | ||
| 37 | }, | 37 | }, | ||
| 38 | "owner_org": "c7745d29-7a69-4bf0-9472-89e62ad8a0e5", | 38 | "owner_org": "c7745d29-7a69-4bf0-9472-89e62ad8a0e5", | ||
| 39 | "private": false, | 39 | "private": false, | ||
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| 43 | { | 43 | { | ||
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| 47 | "datastore_active": false, | 47 | "datastore_active": false, | ||
| 48 | "description": "La metodolog\u00eda de evaluaci\u00f3n | 48 | "description": "La metodolog\u00eda de evaluaci\u00f3n | ||
| 49 | hidr\u00e1ulica por medio del software EPA SWMM fue aplicada al | 49 | hidr\u00e1ulica por medio del software EPA SWMM fue aplicada al | ||
| 50 | sistema pluvial completo de la urbanizaci\u00f3n Bosques de Santa Ana, | 50 | sistema pluvial completo de la urbanizaci\u00f3n Bosques de Santa Ana, | ||
| 51 | en la cual se han presentado algunas problem\u00e1ticas asociadas con | 51 | en la cual se han presentado algunas problem\u00e1ticas asociadas con | ||
| 52 | sobre flujo de escorrent\u00eda en carreteras y cunetas, y seg\u00fan | 52 | sobre flujo de escorrent\u00eda en carreteras y cunetas, y seg\u00fan | ||
| 53 | los vecinos de la zona, estas situaciones ocurren todos los | 53 | los vecinos de la zona, estas situaciones ocurren todos los | ||
| 54 | a\u00f1os.\r\nPara el an\u00e1lisis hidr\u00e1ulico se procede con la | 54 | a\u00f1os.\r\nPara el an\u00e1lisis hidr\u00e1ulico se procede con la | ||
| 55 | selecci\u00f3n de informaci\u00f3n donde se toman los datos de | 55 | selecci\u00f3n de informaci\u00f3n donde se toman los datos de | ||
| 56 | precipitaci\u00f3n de la Estaci\u00f3n de Aeropuerto de Pavas 84-195, | 56 | precipitaci\u00f3n de la Estaci\u00f3n de Aeropuerto de Pavas 84-195, | ||
| 57 | mencionado por Rojas, (2011), de los cuales se utilizan los | 57 | mencionado por Rojas, (2011), de los cuales se utilizan los | ||
| 58 | relacionados con un periodo de Retorno de 100 a\u00f1os, para una | 58 | relacionados con un periodo de Retorno de 100 a\u00f1os, para una | ||
| 59 | precipitaci\u00f3n de 30 minutos continuos (Cuadro N\u00b08). En base | 59 | precipitaci\u00f3n de 30 minutos continuos (Cuadro N\u00b08). En base | ||
| 60 | a los datos de lluvia se aplica una ecuaci\u00f3n de ajuste para | 60 | a los datos de lluvia se aplica una ecuaci\u00f3n de ajuste para | ||
| 61 | obtener los datos de precipitaci\u00f3n a los 20 y 25 minutos del | 61 | obtener los datos de precipitaci\u00f3n a los 20 y 25 minutos del | ||
| 62 | evento y poder graficar el histograma de precipitaci\u00f3n con orden | 62 | evento y poder graficar el histograma de precipitaci\u00f3n con orden | ||
| 63 | completo.", | 63 | completo.", | ||
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| 86 | "description": "El modelo bajo el cual se desarrolla esta | 86 | "description": "El modelo bajo el cual se desarrolla esta | ||
| 87 | metodolog\u00eda es el Storm Water Management Model (SWMM) V.5.0, | 87 | metodolog\u00eda es el Storm Water Management Model (SWMM) V.5.0, | ||
| 88 | modelo unidimensional que representa el comportamiento de un sistema | 88 | modelo unidimensional que representa el comportamiento de un sistema | ||
| 89 | de drenaje mediante una serie de flujos de agua entre los principales | 89 | de drenaje mediante una serie de flujos de agua entre los principales | ||
| 90 | m\u00f3dulos que componen un an\u00e1lisis medioambiental. Estos | 90 | m\u00f3dulos que componen un an\u00e1lisis medioambiental. Estos | ||
| 91 | m\u00f3dulos y sus correspondientes objetos en el SWMM son los | 91 | m\u00f3dulos y sus correspondientes objetos en el SWMM son los | ||
| 92 | siguientes: el m\u00f3dulo de escorrent\u00eda que funciona con una | 92 | siguientes: el m\u00f3dulo de escorrent\u00eda que funciona con una | ||
| 93 | serie de subcuencas en las cuales cae el agua de lluvia y se genera la | 93 | serie de subcuencas en las cuales cae el agua de lluvia y se genera la | ||
| 94 | escorrent\u00eda y el m\u00f3dulo de transporte el cual analiza el | 94 | escorrent\u00eda y el m\u00f3dulo de transporte el cual analiza el | ||
| 95 | recorrido de estas aguas a trav\u00e9s de un sistema compuesto por | 95 | recorrido de estas aguas a trav\u00e9s de un sistema compuesto por | ||
| 96 | tuber\u00edas, canales, dispositivos de almacenamiento y tratamiento, | 96 | tuber\u00edas, canales, dispositivos de almacenamiento y tratamiento, | ||
| 97 | bombas y elementos reguladores (EPA 2005).", | 97 | bombas y elementos reguladores (EPA 2005).", | ||
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| 122 | metodolog\u00eda es el Storm Water Management Model(SWMM) V.5.0, | 122 | metodolog\u00eda es el Storm Water Management Model(SWMM) V.5.0, | ||
| 123 | modelo unidimensional que representa el comportamiento de un sistema | 123 | modelo unidimensional que representa el comportamiento de un sistema | ||
| 124 | de drenaje mediante una serie de flujos de agua entre los principales | 124 | de drenaje mediante una serie de flujos de agua entre los principales | ||
| 125 | m\u00f3dulos que componen un an\u00e1lisis medioambiental. Estos | 125 | m\u00f3dulos que componen un an\u00e1lisis medioambiental. Estos | ||
| 126 | m\u00f3dulos y sus correspondientes objetos en el SWMM son los | 126 | m\u00f3dulos y sus correspondientes objetos en el SWMM son los | ||
| 127 | siguientes: el m\u00f3dulo de escorrent\u00eda que funciona con una | 127 | siguientes: el m\u00f3dulo de escorrent\u00eda que funciona con una | ||
| 128 | serie de subcuencas en las cuales cae el agua de lluvia y se genera la | 128 | serie de subcuencas en las cuales cae el agua de lluvia y se genera la | ||
| 129 | escorrent\u00eda y el m\u00f3dulo de transporte el cual analiza el | 129 | escorrent\u00eda y el m\u00f3dulo de transporte el cual analiza el | ||
| 130 | recorrido de estas aguas a trav\u00e9s de un sistema compuesto por | 130 | recorrido de estas aguas a trav\u00e9s de un sistema compuesto por | ||
| 131 | tuber\u00edas, canales, dispositivos de almacenamiento y tratamiento, | 131 | tuber\u00edas, canales, dispositivos de almacenamiento y tratamiento, | ||
| 132 | bombas y elementos reguladores (EPA 2005).", | 132 | bombas y elementos reguladores (EPA 2005).", | ||
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| 178 | "description": "La metodolog\u00eda de evaluaci\u00f3n | 155 | "description": "La metodolog\u00eda de evaluaci\u00f3n | ||
| 179 | hidr\u00e1ulica por medio del software EPA SWMM fue aplicada al | 156 | hidr\u00e1ulica por medio del software EPA SWMM fue aplicada al | ||
| 180 | sistema pluvial completo de la urbanizaci\u00f3n Bosques de Santa Ana, | 157 | sistema pluvial completo de la urbanizaci\u00f3n Bosques de Santa Ana, | ||
| 181 | en la cual se han presentado algunas problem\u00e1ticas asociadas con | 158 | en la cual se han presentado algunas problem\u00e1ticas asociadas con | ||
| 182 | sobre flujo de escorrent\u00eda en carreteras y cunetas, y seg\u00fan | 159 | sobre flujo de escorrent\u00eda en carreteras y cunetas, y seg\u00fan | ||
| 183 | los vecinos de la zona, estas situaciones ocurren todos los | 160 | los vecinos de la zona, estas situaciones ocurren todos los | ||
| 184 | a\u00f1os.\r\nPara el an\u00e1lisis hidr\u00e1ulico se procede con la | 161 | a\u00f1os.\r\nPara el an\u00e1lisis hidr\u00e1ulico se procede con la | ||
| 185 | selecci\u00f3n de informaci\u00f3n donde se toman los datos de | 162 | selecci\u00f3n de informaci\u00f3n donde se toman los datos de | ||
| 186 | precipitaci\u00f3n de la Estaci\u00f3n de Aeropuerto de Pavas 84-195, | 163 | precipitaci\u00f3n de la Estaci\u00f3n de Aeropuerto de Pavas 84-195, | ||
| 187 | mencionado por Rojas, (2011), de los cuales se utilizan los | 164 | mencionado por Rojas, (2011), de los cuales se utilizan los | ||
| 188 | relacionados con un periodo de Retorno de 100 a\u00f1os, para una | 165 | relacionados con un periodo de Retorno de 100 a\u00f1os, para una | ||
| 189 | precipitaci\u00f3n de 30 minutos continuos (Cuadro N\u00b08). En base | 166 | precipitaci\u00f3n de 30 minutos continuos (Cuadro N\u00b08). En base | ||
| 190 | a los datos de lluvia se aplica una ecuaci\u00f3n de ajuste para | 167 | a los datos de lluvia se aplica una ecuaci\u00f3n de ajuste para | ||
| 191 | obtener los datos de precipitaci\u00f3n a los 20 y 25 minutos del | 168 | obtener los datos de precipitaci\u00f3n a los 20 y 25 minutos del | ||
| 192 | evento y poder graficar el histograma de precipitaci\u00f3n con orden | 169 | evento y poder graficar el histograma de precipitaci\u00f3n con orden | ||
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| 532 | existente. De acuerdo con la normativa y procedimientos establecidos | 509 | existente. De acuerdo con la normativa y procedimientos establecidos | ||
| 533 | se realiza un an\u00e1lisis f\u00edsico a detalle que comprende la | 510 | se realiza un an\u00e1lisis f\u00edsico a detalle que comprende la | ||
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| 535 | para la microcuenca de la quebrada Pilas y su zona de aporte pluvial, | 512 | para la microcuenca de la quebrada Pilas y su zona de aporte pluvial, | ||
| 536 | adem\u00e1s de su relaci\u00f3n con la urbanizaci\u00f3n Bosques de | 513 | adem\u00e1s de su relaci\u00f3n con la urbanizaci\u00f3n Bosques de | ||
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| 856 | "display_name": "Estudio hidr\u00e1ulico", | 833 | "display_name": "Estudio hidr\u00e1ulico", | ||
| 857 | "id": "c6db0613-4fe2-4804-843f-c8b973b5ee6e", | 834 | "id": "c6db0613-4fe2-4804-843f-c8b973b5ee6e", | ||
| 858 | "name": "Estudio hidr\u00e1ulico", | 835 | "name": "Estudio hidr\u00e1ulico", | ||
| 859 | "state": "active", | 836 | "state": "active", | ||
| 860 | "vocabulary_id": null | 837 | "vocabulary_id": null | ||
| 861 | }, | 838 | }, | ||
| 862 | { | 839 | { | ||
| 863 | "display_name": "Gesti\u00f3n del Riesgo", | 840 | "display_name": "Gesti\u00f3n del Riesgo", | ||
| 864 | "id": "1687870d-2ad2-4acf-9bf5-f0f7e76fcba0", | 841 | "id": "1687870d-2ad2-4acf-9bf5-f0f7e76fcba0", | ||
| 865 | "name": "Gesti\u00f3n del Riesgo", | 842 | "name": "Gesti\u00f3n del Riesgo", | ||
| 866 | "state": "active", | 843 | "state": "active", | ||
| 867 | "vocabulary_id": null | 844 | "vocabulary_id": null | ||
| 868 | }, | 845 | }, | ||
| 869 | { | 846 | { | ||
| 870 | "display_name": "Sistema pluvial", | 847 | "display_name": "Sistema pluvial", | ||
| 871 | "id": "466c0735-870d-48fa-8c58-8b8bfb41bd83", | 848 | "id": "466c0735-870d-48fa-8c58-8b8bfb41bd83", | ||
| 872 | "name": "Sistema pluvial", | 849 | "name": "Sistema pluvial", | ||
| 873 | "state": "active", | 850 | "state": "active", | ||
| 874 | "vocabulary_id": null | 851 | "vocabulary_id": null | ||
| 875 | } | 852 | } | ||
| 876 | ], | 853 | ], | ||
| 877 | "title": "Mejoramiento del sistema pluvial de la urbanizaci\u00f3n | 854 | "title": "Mejoramiento del sistema pluvial de la urbanizaci\u00f3n | ||
| 878 | de Bosques de Santa Ana", | 855 | de Bosques de Santa Ana", | ||
| 879 | "type": "dataset", | 856 | "type": "dataset", | ||
| 880 | "url": "", | 857 | "url": "", | ||
| 881 | "version": "" | 858 | "version": "" | ||
| 882 | } | 859 | } |