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En el instante 15 de diciembre de 2022, 9:34:44 -0600, melanie-ortiz-5900:
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Eliminado recurso Urbanización Bosques_epaswmm PR 100 años de 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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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", | ||
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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": "2022-12-15T15:34:29.928203", | n | 15 | "metadata_modified": "2022-12-15T15:34:44.468954", |
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": 28, | n | 24 | "num_resources": 27, |
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, | ||
40 | "relationships_as_object": [], | 40 | "relationships_as_object": [], | ||
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42 | "resources": [ | 42 | "resources": [ | ||
43 | { | 43 | { | ||
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46 | "created": "2022-12-15T14:39:09.499607", | 46 | "created": "2022-12-15T14:39:09.499607", | ||
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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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 | ||
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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 | ||
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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 | ||
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162 | serie de subcuencas en las cuales cae el agua de lluvia y se genera la | 162 | serie de subcuencas en las cuales cae el agua de lluvia y se genera la | ||
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