Ingeniería Civil y Mecánica

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    Diseño del sistema de alcantarillado sanitario del sector centro de la parroquia Guangaje, cantón Pujilí, provincia de Cotopaxi
    (Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2023-03) Pila Chicaiza, Diego Fabricio; Chérrez Gavilanes, Diego Sebastián
    The design of the sanitary sewerage system is intended to improve the quality of life of the inhabitants of the central sector of the Guangaje parish, since it is a basic service that is essential to maintain the well-being of the community. For the development of this project we began by conducting surveys in the sector to establish the number of beneficiaries of the project, after this, the topographic survey of the area was made using precision equipment, in this case, Trimble R8s was used to obtain reference points and the DJI Phantom 4 Pro Drone for the survey in question. The design of the sanitary sewerage system was based on national and international standards after an evaluation of the existing network, establishing the use of PVC pipes with a diameter of 200 millimeters, which complied with all the established hydraulic parameters. As for the wastewater treatment plant of the Guangaje parish, a theoretical evaluation of its components was carried out, resulting in the plant's inadequate operation, thus proposing a screening area. At the end of the design, ten detailed plans were obtained as the final project, and a referential budget of UDS 219,627.30 cents so that in the future this project can be executed, thus contributing to the development of the Guangaje parish.
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    Diseño del sistema de alcantarillado sanitario para mejorar la calidad de vida de los caseríos Chumaqui, Sigualo, Pamatug y Chambiato de la parroquia García Moreno, cantón Pelileo, provincia de Tungurahua
    (Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2022-03) Aguaguiña Medina, María Estefanía; Moya Medina, Dilon Germán
    The purpose of the design of the sanitary sewerage system is to improve the quality of life of the inhabitants of the villages involved, since a sanitary sewerage system is considered a basic service in all population sectors of the world. In order to carry out the topographic studies, the equipment (total station) was used for a topographic survey where 486 points were taken with their respective heights. Afterwards, the sanitary sewerage system was designed using Civil 3D software, taking into account the national and international standards in force for the design of all sewerage networks. 14 meters in the sanitary sewer, a nominal diameter of 400 millimeters, with a length of 523.46 meters in the sanitary sewer, verifying that all the established hydraulic parameters are met, as for the Chambiato and La Rabija wastewater treatment plants, the influent and effluent were evaluated, providing data correlated to the operation of the infrastructure under study. At the end of the design, sixteen detailed plans, three hydraulic calculation sheets and a reference budget of UDS 337,907.47 cents were obtained as a final project so that this project can be executed in the future, thus contributing to the development of the García Moreno parish.
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    Diseño del sistema de alcantarillado sanitario y pluvial, para mejorar la calidad de vida de la comunidad Vinchoa Central, parroquia Veintimilla, cantón Guaranda, provincia Bolívar
    (Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2021-09) Aguirre Calderón, Carlos Antonio; Moya Medina, Dilon Germán
    The main purpose is to design a sanitary and storm sewerage project that meets the needs of the inhabitants of the Vinchoa Central community and a proposal for a wastewater treatment plant that minimizes the impact on the environment and the receiving effluent. The basis of the project was to perform the topographic survey of the area and then do office work with the help of Civil 3D software, applying the national regulations, the spreadsheets were designed for each of the types of sewerage where several PVC pipes were considered, starting with a nominal diameter of 200 mm for the sanitary sewerage with 6546. 98 meters long and 250 mm in the case of the storm sewer with a length of 3479.73 meters, in addition, other commercial diameters were chosen according to the needs of each section to comply with slopes and velocities established by the standard, also spreadsheets were made for the hydraulic design of the wastewater treatment plant of the Vinchoa Central community. As a final product we obtained plans with the planimetry, location of wells, contribution areas, profiles and details; and a referential budget of USD 1'976,844 with 11/100 cents
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    Diseño del alcantarillado sanitario y pluvial para mejorar la calidad de vida de la parroquia Puerto Misahuallí, cantón Tena, provincia de Napo
    (Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2021-07) Moya Andino, Adriana Carolina; Irazábal Villamarín, Marcos Paúl; Moya Medina, Dilon Germán
    For the development of this project, the design of sanitary and storm sewers and a proposal for a wastewater treatment plant were proposed to minimize the contamination of the waters that are discharged to the main water tributaries of the parish since it is a highly tourist area. . To carry out the topographic studies, the georeferenced total station was used, with two existing BMs on the site, which guaranteed that the survey had a minimum margin of error, after which the design was carried out in the Civil 3D software taking into account the regulations: national and international for the design of sewerage networks; the use of PVC-type pipe with a nominal diameter of 250 millimeters, with a length of 6844.66 meters in the sanitary sewer, a nominal diameter of 400 millimeters, with a length of 466.59 meters and 600 millimeters in nominal diameter, with a length of of 4498.29 meters for the storm sewer, verifying that all the established hydraulic parameters are met. At the end of the design, twenty four detail plans, 3 hydraulic calculation sheets, 5 water treatment plant design calculation sheets and a referential budget of USD 2,806,737.38 cents were obtained as a final product so that in a In the future, this project can be executed, thus contributing to the development of the Puerto Misahuallí parish.
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    Diseño del sistema de alcantarillado y la planta de tratamiento de aguas residuales de la comunidad Mogato San José, perteneciente a la parroquia San Antonio de Pasa del cantón Ambato, provincia de Tungurahua
    (Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica. Carrera de Ingeniería Civil, 2016) Medina Flores, Diego Miguel; Paredes Beltrán, Bolívar Eduardo
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    Diseño del sistema de alcantarillado sanitario para la zona sureste de la ciudad de Mera, provincia de Pastaza
    (Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica. Carrera de Ingeniería Civil, 2016-06) Sánchez Parra, Adriana Maribel; Núñez Aldás, Galo Wilfrido
    The following research aims to design the sanitary sewer system to the Southeast Area City Mera, Pastaza province. Its content can be found industry characteristics, previous research, legal and theoretical foundation. In this project the design of the sewage system, reference budget, technical specifications and work schedule differs. It has designed the project based on existing standards such as: INEN, EXIEOS and CEC to design sanitary sewer which allows reasoning clearly the problem and access right recommendations, as is the choice of the best alternative for construction of a treatment plant wastewater.
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    La disposición de las aguas residuales y su incidencia en la condición sanitaria de los habitantes de la comunidad de Santa Inés, cantón Pablo Sexto, provincia de Morona Santiago
    (2015-10) Minchala Buestán, John Ernesto; Pazmiño Gavilánez, Segundo Francisco
    El Presente proyecto investigativo se realiza con el objetivo principal de mejorar las condiciones sanitarias de los habitantes de la comunidad, mediante la implementación de una batería sanitaria tipo, alcantarillado sanitario y planta de tratamiento de aguas residuales. En la elaboración del proyecto fue necesario recolectar datos en campo, como encuestas y el levantamiento topográfico, con el objetivo de conocer y evaluar las condiciones actuales de la zona. Mediante la implementación del sistema de alcantarillado se pretende evacuar las aguas residuales producidas en las viviendas de los habitantes de la comunidad de una manera apropiada, lo cual se realizara a través de tuberías de PVC que trabajan a gravedad para conducir el caudal recolectado hasta la planta de tratamiento, en donde se dará un proceso de eliminación o reducción de la contaminantes presentes en el agua para poder desalojarla al lecho del rio sin producir impactos al medio ambiente. Una vez concluido el diseño del proyecto, se realiza los respectivos planos, precios unitarios, presupuesto referencial con sus respectivas especificaciones técnicas las cuales serán necesarias al momento de la ejecución del proyecto. Al finalizar este proceso, se procederá a la entrega del estudio y diseño del sistema de disposición de aguas residuales al Gobierno Autónomo Descentralizado del cantón Pablo Sexto, para que en un futuro pueda ejecutar el proyecto de la mejor manera.
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    Estudio y diseño de dos plantas de tratamiento para la potabilización del agua en la parroquia San Miguelito, cantón Píllaro, provincia de Tungurahua
    (Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica. Vinculación de la Carrera de Ingeniería Civil, 2013-07-04) Morales Fiallos, Fabián
    Se realizó el análisis químico - bacteriológico del agua que se consume actualmente y se comparó con la calidad requerida para el consumo humano. se realizó el levantamiento de información real para dar a conocer a los beneficiarios. Se realizó el levantamiento topográfico del terreno que se utilizará como área para el diseño del proyecto. Se realizó el análsis de precios para conocer el monto que requerirá el proyecto para su posterior ejecución.