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En el instante 15 de diciembre de 2022, 9:38:25 -0600, melanie-ortiz-5900:
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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", | ||
5 | "extras": [], | 5 | "extras": [], | ||
6 | "groups": [], | 6 | "groups": [], | ||
7 | "id": "ca683b5b-0311-4748-bb98-e9b6ed54ff76", | 7 | "id": "ca683b5b-0311-4748-bb98-e9b6ed54ff76", | ||
8 | "isopen": true, | 8 | "isopen": true, | ||
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", | ||
t | 15 | "metadata_modified": "2022-12-15T15:38:17.032596", | t | 15 | "metadata_modified": "2022-12-15T15:38:25.421280", |
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.", | ||
24 | "num_resources": 15, | 24 | "num_resources": 15, | ||
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": "", | ||
30 | "id": "c7745d29-7a69-4bf0-9472-89e62ad8a0e5", | 30 | "id": "c7745d29-7a69-4bf0-9472-89e62ad8a0e5", | ||
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": [], | ||
41 | "relationships_as_subject": [], | 41 | "relationships_as_subject": [], | ||
42 | "resources": [ | 42 | "resources": [ | ||
43 | { | 43 | { | ||
44 | "cache_last_updated": null, | 44 | "cache_last_updated": null, | ||
45 | "cache_url": null, | 45 | "cache_url": null, | ||
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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71 | "name": "EPA SWMM", | 71 | "name": "EPA SWMM", | ||
72 | "package_id": "ca683b5b-0311-4748-bb98-e9b6ed54ff76", | 72 | "package_id": "ca683b5b-0311-4748-bb98-e9b6ed54ff76", | ||
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85 | "datastore_active": false, | 85 | "datastore_active": false, | ||
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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120 | "datastore_active": false, | 120 | "datastore_active": false, | ||
121 | "description": "El modelo bajo el cual se desarrolla esta | 121 | "description": "El modelo bajo el cual se desarrolla esta | ||
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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154 | "datastore_active": false, | 154 | "datastore_active": false, | ||
155 | "description": "Figura satelital donde se ubican las secciones | 155 | "description": "Figura satelital donde se ubican las secciones | ||
156 | de la zona de drenaje consideradas en el an\u00e1lisis.", | 156 | de la zona de drenaje consideradas en el an\u00e1lisis.", | ||
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164 | "name": "SWMM CON CUENCAS.jpg", | 164 | "name": "SWMM CON CUENCAS.jpg", | ||
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180 | transversales del cauce de la quebrada Pilas.", | 180 | transversales del cauce de la quebrada Pilas.", | ||
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406 | para la microcuenca de la quebrada Pilas y su zona de aporte pluvial, | 406 | para la microcuenca de la quebrada Pilas y su zona de aporte pluvial, | ||
407 | adem\u00e1s de su relaci\u00f3n con la urbanizaci\u00f3n Bosques de | 407 | adem\u00e1s de su relaci\u00f3n con la urbanizaci\u00f3n Bosques de | ||
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451 | "state": "active", | 451 | "state": "active", | ||
452 | "tags": [ | 452 | "tags": [ | ||
453 | { | 453 | { | ||
454 | "display_name": "Estudio hidrol\u00f3gico", | 454 | "display_name": "Estudio hidrol\u00f3gico", | ||
455 | "id": "bcaa60d3-9d82-4359-8dba-c99c5ae6b605", | 455 | "id": "bcaa60d3-9d82-4359-8dba-c99c5ae6b605", | ||
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460 | { | 460 | { | ||
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462 | "id": "c6db0613-4fe2-4804-843f-c8b973b5ee6e", | 462 | "id": "c6db0613-4fe2-4804-843f-c8b973b5ee6e", | ||
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472 | "vocabulary_id": null | 472 | "vocabulary_id": null | ||
473 | }, | 473 | }, | ||
474 | { | 474 | { | ||
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