Ingeniería Civil y Mecánica
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Item Diseño del sistema de alcantarillado sanitario y pluvial para el sector de Sicha Puma, cantón Mera, provincia de Pastaza(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2024-02) Rodríguez Mariño, Elizabeth Maricela; Suasnavas López, Katherine Nicole; Moya Medina, Dilon GermánSewers are important for health and for the prevention of natural disasters . However, many sectors of Pastaza do not have this service. For this reason, the objective of this project is to design the sanitary and storm sewage system, including the wastewater treatment plant, for the Sicha Puma sector. To do this, first the design parameters were estimated, which included a topographic survey, surveys, population study, consumption and water analysis, and runoff data calculations. Subsequently, the designs were made respecting the standards CO 10.7 601 and CO 10.7 602 and using the formulas of the Bolivian Standard NB 688. Finally, an economic study was carried out, for which items were identified and the technical specifications , the APUs, the budget and the schedule were prepared. As a result, a sanitary sewage network was obtained with 61 pipes and 51 wells, of which 6 were with jumps. In addition, two independent storm sewer networks, one with 8 wells and 8 pipes and the other with 26 wells and 26 pipes. Regarding the WWTP, the result was the design of an inlet channel, two screens, two se dimentation tanks, a flocculator and a sludge drying bed. Finally, it was concluded that the designs are correct, since they comply with the values established in the standards , and it was also determined that the budget for the execution of the project is 684 065.43 dollars and the term is 36 weeks.Item Diseño del alcantarillado sanitario y pluvial y ptar para el caserío Sigsipamba de la parroquia de Picaihua del cantón Ambato provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2023-06) Pachucho Chuquiana, Yadira Nataly; Guevara Robalino, Jorge JavierThis sewerage project focuses on ensuring the proper conduction and processing of sewage and rainwater, an adequate plan for the correct evacuation of these to the bodies of water where they are directed. For the present project, a topographic survey was carried out with the corresponding precision by means of a SOKKIA FX 105 Total Station, data from the current norm in the country was needed, all this to establish the number of inhabitants that would benefit from the project, which consists of 3.8 km of sanitary sewerage and 2.1 km of storm sewerage, which respond to a design flow of 8.36 lt/sec and 1074.51 lt/sec respectively. The wastewater treatment plant was structured with: an inlet channel, a grate, a grit trap, a septic tank, a drying bed, and an upflow biological filter, operating simultaneously to purify contaminants from wastewater from the study area. For the definitive project, it was essential to establish the processes: topographic survey, demographic study, sanitary and storm sewer design plans, design of the wastewater treatment plant, analysis of unit prices (APUS), a referential budget which is of $834 971.84.Item Diseño del alcantarillado sanitario y pluvial y ptar para el caserío Sigsipamba de la parroquia de Picaihua del cantón Ambato provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2023-06) Cruz Andrade, David Ernesto; Guevara Robalino, Jorge JavierThis sewerage project focuses on ensuring the proper conduction and processing of sewage and rainwater, an adequate plan for the correct evacuation of these to the bodies of water where they are directed. For the present project, a topographic survey was carried out with the corresponding precision by means of a SOKKIA FX 105 Total Station, data from the current norm in the country was needed, all this to establish the number of inhabitants that would benefit from the project, which consists of 3.8 km of sanitary sewerage and 2.1 km of storm sewerage, which respond to a design flow of 8.36 lt/sec and 1074.51 lt/sec respectively. The wastewater treatment plant was structured with: an inlet channel, a grate, a grit trap, a septic tank, a drying bed, and an upflow biological filter, operating simultaneously to purify contaminants from wastewater from the study area. For the definitive project, it was essential to establish the processes: topographic survey, demographic study, sanitary and storm sewer design plans, design of the wastewater treatment plant, analysis of unit prices (APUS), a referential budget which is of $834 971.84.Item Diseño del sistema de alcantarillado sanitario y pluvial, con la respectiva depuración para mejorar la calidad de vida, de la parroquia Tálag, del cantón Tena, provincia de Napo(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2023-03) Paredes Yanchapanta, Luis Jonathan; Torres Bermeo, Harold Alejandro; Núñez Aldás, Galo WilfridoThis project is focused on the need to propose a design for a sanitary and rainwater sewer system, along with its respective treatment, due to the fact that in the Talag parish a high rate of illnesses has been reported. This is because of the lack of basic sanitation, and despite being a highly touristic area, these systems are not in place. To carry out the project, a topographic survey of the area was conducted using a total station, and two geodetic points implanted by the Tena GAD were used to ensure minimum error reliability. With this, the surface of the land was obtained using software, and the sanitary and rainwater design was elaborated, taking into account current regulations in the country and ensuring the proper functioning of the sewer network. Additionally, an analysis of wastewater was conducted, which allowed for the identification of ten parameters used in the design of the wastewater treatment plant. A total sewer network of 10,978 meters was obtained, and a wastewater treatment plant was designed that includes screening, sand removal, sludge drying bed, Imhoff tank, and biological filter. This information, along with the plans, will be delivered to the Talag parish GAD for their benefit, which will have an impact on the socio-economic development and improve the quality of life of the inhabitants of the Talag parish.Item Diseño del sistema de alcantarillado sanitario, pluvial y planta de tratamiento de aguas servidas y aguas lluvia de los sectores Yanahurco y Tres Juanes del cantón Cevallos de la provincia de Tungurahua para mejorar la calidad de vida de sus habitantes(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2023-01) Ruiz Pérez, Kevin Adrian; Yansapanta Crespo, Kevin DamianThis project is carried out taking into account that the inhabitants of the community of Yanahurco and Los 3 Juanes have an old sewage disposal system, with septic tanks and cisterns that have reached the end of their useful life. In order to design the systems, the project was divided into four phases of operation, the first of which was to obtain the data necessary to calculate the design parameters, so a topographic survey of the study area was carried out; in the second phase, the design of the sanitary and storm sewerage networks was carried out, taking into account the materials to be used and the design parameters, applying current EMAAPQ and SENAGUA standards; In the third phase, the evaluation and improvement of the treatment plant (WWTP) was carried out using flow measurements, collecting data from each unit and verifying its operation; in the fourth phase, with all the data obtained, the plans, details, budget and specifications of the designs were drawn up. Finally, a sanitary sewerage network of 2640 meters and a storm sewerage network of 3187.21 meters are obtained, within the improvement of the WWTP are: distribution tank and screen, septic tank, sludge drying bed and an anaerobic filter, thus completing a total of 26 detail drawings of all the systems.Item Diseño del sistema de alcantarillado sanitario y pluvial para mejorar la calidad de vida de los barrios La Merced y San Luis de la parroquia La Matriz, cantón Patate, provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2022-09) Chicaiza Valencia, Karla Leticia; Paredes Ramos, Katherine Carolina; Frías Torres, Alex XavierDue to the fact that the La Merced and San Luis neighborhoods belonging to the Patate canton do not have one of the main basic services such as sanitary and storm sewerage and despite being tourist and residential sectors, the study and design of the same is presented. A topographic survey was carried out using Total Station and photogrammetry in an area of 68.17 ha, data that was processed in software and through orthophoto the future population necessary for the design of flows was obtained. For the sanitary sewer design, which is 6.73 km long, a 200mm PVC pipe was obtained that will transport a design flow of 5.58 l/s, while for the 6.36 km storm sewer, 250, 300, 364, 400 PVC pipes were used. , 500, 600 and 700mm that will transport a design flow of 594.78 l/s. In addition, the wastewater treatment plant was grouped, which consists of a roughing channel, screen, Imhoff tank, sludge drying bed and two subsurface flow wetlands. Finally, a reference budget and unit price analysis were obtained with their respective technical specifications.Item Estudios y diseños definitivos del alcantarillado sanitario y pluvial del barrio Santa Cruz, parroquia Mercedes Molina, cantón Gualaquiza(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2022-07) Cayo Hurtado, Alex Paul; Castro Solorzano, Fidel AlbertoThis technical research work has the support and interest of the Decentralized Autonomous Government of Canton Gualaquiza, who has provided the necessary resources for its execution. The objective of the project is to provide sanitary sewage and storm sewage services, since they allow for the proper evacuation of water and therefore maintain a healthy population, a fundamental basis for the development of the inhabitants. The topographic survey determined that most of the area to be evaluated has a flat surface, taking into account technical, financial and social aspects, which allowed us to select the appropriate systems for the project, thus establishing a design of sanitary and storm sewers by gravity along the entire route for wastewater discharges to the existing treatment plant and for stormwater directly to the natural course of the river. Effluents will be conveyed by means of PVC piping, complementary works such as inspection wells and domestic boxes, among others. In addition, the respective hydraulic designs were prepared to obtain an optimum design, reference budget, plans, and technical specifications, taking into account INEN, EXIEOS, and current specifications.Item Diseño de la red de alcantarillado sanitario y pluvial de los sectores La Florida, Reina del Tránsito y Jesús del Gran Poder, cantón Cevallos, provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2022-03) Pérez Villacís, Daysi Belén; Castro Solórzano, Fidel AlbertoThe provision of basic services significantly improves the quality of life of human beings, which is the main reason for designing a sanitary and pluvial sewerage network capable of meeting the sanitation needs of the La Florida, Reina del Tránsito and Jesús del Gran Poder sectors of the Cevallos canton. For the design of the technical project presented below, a topographic survey of the sectors was carried out using a total station, then the data obtained were processed using the Civil 3D computational tool. At the same time, different national and international regulations were applied to guarantee the operation and efficiency of the project. The sanitary sewer network has a nominal PVC pipe diameter of 250 millimeters and a length of 3697.93 meters, while the storm sewer network has a nominal PVC pipe diameter of 250 millimeters and a length of 3275.38 meters, both of which comply with the hydraulic parameters established in the standards. To determine the current operation of the Cevallos wastewater treatment plant, an analysis of the physical and chemical properties of the wastewater entering and leaving the treatment plant was carried out.Item 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 GermánThe 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 centsItem 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 GermánFor 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.