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En el instante 16 de diciembre de 2022, 10:47:21 -0600,
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Añadido recurso Estudio hidrológico, hidráulico con enfoque de Gestión del Riesgo para el rediseño de la obra de drenaje mayor a Reconstrucción de puente sobre quebrada Coyote
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n | 15 | "metadata_modified": "2022-12-16T16:43:41.113812", | n | 15 | "metadata_modified": "2022-12-16T16:47:21.457245", |
16 | "name": "reconstruccion-de-puente-sobre-quebrada-coyote", | 16 | "name": "reconstruccion-de-puente-sobre-quebrada-coyote", | ||
17 | "notes": "El proyecto se basa en la elaboraci\u00f3n de estudios que | 17 | "notes": "El proyecto se basa en la elaboraci\u00f3n de estudios que | ||
18 | determinen las condiciones hidrol\u00f3gicas de la microcuenca de la | 18 | determinen las condiciones hidrol\u00f3gicas de la microcuenca de la | ||
19 | quebrada Coyote, as\u00ed como cuantificar los riesgos y amenazas | 19 | quebrada Coyote, as\u00ed como cuantificar los riesgos y amenazas | ||
20 | naturales sobre laUrbanizaci\u00f3n de Calle Ramiritos, determinar las | 20 | naturales sobre laUrbanizaci\u00f3n de Calle Ramiritos, determinar las | ||
21 | condiciones espec\u00edficas del sitio para el dise\u00f1o y replanteo | 21 | condiciones espec\u00edficas del sitio para el dise\u00f1o y replanteo | ||
22 | del puente sobre Calle Ramiritos, tomando en cuenta las variables de | 22 | del puente sobre Calle Ramiritos, tomando en cuenta las variables de | ||
23 | amenazas naturales con una visi\u00f3n de gesti\u00f3n del riesgo | 23 | amenazas naturales con una visi\u00f3n de gesti\u00f3n del riesgo | ||
24 | mediante la metodolog\u00eda avalada por la Municipalidad de Santa | 24 | mediante la metodolog\u00eda avalada por la Municipalidad de Santa | ||
25 | Ana, y por \u00faltimo la ejecuci\u00f3n del proyecto.", | 25 | Ana, y por \u00faltimo la ejecuci\u00f3n del proyecto.", | ||
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33 | "image_url": "2022-02-04-181001.011066Icono-Riesgos-2.jpg", | 33 | "image_url": "2022-02-04-181001.011066Icono-Riesgos-2.jpg", | ||
34 | "is_organization": true, | 34 | "is_organization": true, | ||
35 | "name": "proceso-de-gestion-de-riesgos", | 35 | "name": "proceso-de-gestion-de-riesgos", | ||
36 | "state": "active", | 36 | "state": "active", | ||
37 | "title": "Proceso de Gesti\u00f3n de Riesgos", | 37 | "title": "Proceso de Gesti\u00f3n de Riesgos", | ||
38 | "type": "organization" | 38 | "type": "organization" | ||
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50 | "description": "Detalles constructivos de la obra de drenaje | 50 | "description": "Detalles constructivos de la obra de drenaje | ||
51 | mayor sobre quebrada Coyote, distrito Pozos.", | 51 | mayor sobre quebrada Coyote, distrito Pozos.", | ||
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98 | "description": "El proyecto se realiz\u00f3 mediante | ||||
99 | inspecci\u00f3n, mapeo y trabajo de campo; adem\u00e1s de | ||||
100 | b\u00fasqueda de informaci\u00f3n adicional en la bibliograf\u00eda | ||||
101 | existente. De acuerdo con la normativa y procedimientos establecidos | ||||
102 | se realiza un an\u00e1lisis f\u00edsico en detalle que comprende la | ||||
103 | definici\u00f3n de las condiciones b\u00e1sicas de la hidrolog\u00eda | ||||
104 | para la microcuenca de la quebrada Coyote y su zona de aporte pluvial, | ||||
105 | adem\u00e1s de su relaci\u00f3n con la Calle Ramiritos de Santa Ana.", | ||||
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114 | de Gesti\u00f3n del Riesgo para el redise\u00f1o de la obra de drenaje | ||||
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93 | ], | 125 | ], | ||
94 | "state": "draft", | 126 | "state": "draft", | ||
95 | "tags": [ | 127 | "tags": [ | ||
96 | { | 128 | { | ||
97 | "display_name": "Estudio hidrol\u00f3gico", | 129 | "display_name": "Estudio hidrol\u00f3gico", | ||
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109 | }, | 141 | }, | ||
110 | { | 142 | { | ||
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116 | }, | 148 | }, | ||
117 | { | 149 | { | ||
118 | "display_name": "Obra de drenaje mayor", | 150 | "display_name": "Obra de drenaje mayor", | ||
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123 | } | 155 | } | ||
124 | ], | 156 | ], | ||
125 | "title": "Reconstrucci\u00f3n de puente sobre quebrada Coyote", | 157 | "title": "Reconstrucci\u00f3n de puente sobre quebrada Coyote", | ||
126 | "type": "dataset", | 158 | "type": "dataset", | ||
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129 | } | 161 | } |