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En el instante 15 de diciembre de 2022, 9:29:40 -0600, melanie-ortiz-5900:
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Añadido recurso Mapa de ubicación de secciones transversales a 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": "", | ||
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10 | "license_title": "Creative Commons Attribution", | 10 | "license_title": "Creative Commons Attribution", | ||
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14 | "metadata_created": "2022-12-15T14:20:19.019643", | 14 | "metadata_created": "2022-12-15T14:20:19.019643", | ||
n | 15 | "metadata_modified": "2022-12-15T15:26:32.491143", | n | 15 | "metadata_modified": "2022-12-15T15:29:40.459816", |
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": 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", | ||
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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", | ||
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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 | ||
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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 | ||
90 | m\u00f3dulos que componen un an\u00e1lisis medioambiental. Estos | 90 | m\u00f3dulos que componen un an\u00e1lisis medioambiental. Estos | ||
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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 | ||
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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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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, | ||
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179 | hidr\u00e1ulica por medio del software EPA SWMM fue aplicada al | 179 | hidr\u00e1ulica por medio del software EPA SWMM fue aplicada al | ||
180 | sistema pluvial completo de la urbanizaci\u00f3n Bosques de Santa Ana, | 180 | sistema pluvial completo de la urbanizaci\u00f3n Bosques de Santa Ana, | ||
181 | en la cual se han presentado algunas problem\u00e1ticas asociadas con | 181 | en la cual se han presentado algunas problem\u00e1ticas asociadas con | ||
182 | sobre flujo de escorrent\u00eda en carreteras y cunetas, y seg\u00fan | 182 | sobre flujo de escorrent\u00eda en carreteras y cunetas, y seg\u00fan | ||
183 | los vecinos de la zona, estas situaciones ocurren todos los | 183 | los vecinos de la zona, estas situaciones ocurren todos los | ||
184 | a\u00f1os.\r\nPara el an\u00e1lisis hidr\u00e1ulico se procede con la | 184 | 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 | 185 | selecci\u00f3n de informaci\u00f3n donde se toman los datos de | ||
186 | precipitaci\u00f3n de la Estaci\u00f3n de Aeropuerto de Pavas 84-195, | 186 | precipitaci\u00f3n de la Estaci\u00f3n de Aeropuerto de Pavas 84-195, | ||
187 | mencionado por Rojas, (2011), de los cuales se utilizan los | 187 | mencionado por Rojas, (2011), de los cuales se utilizan los | ||
188 | relacionados con un periodo de Retorno de 100 a\u00f1os, para una | 188 | relacionados con un periodo de Retorno de 100 a\u00f1os, para una | ||
189 | precipitaci\u00f3n de 30 minutos continuos (Cuadro N\u00b08). En base | 189 | 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 | 190 | 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 | 191 | 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 | 192 | 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 | 532 | existente. De acuerdo con la normativa y procedimientos establecidos | ||
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534 | definici\u00f3n de las condiciones b\u00e1sicas de la hidrolog\u00eda | 534 | definici\u00f3n de las condiciones b\u00e1sicas de la hidrolog\u00eda | ||
535 | para la microcuenca de la quebrada Pilas y su zona de aporte pluvial, | 535 | para la microcuenca de la quebrada Pilas y su zona de aporte pluvial, | ||
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