Ingeniería Civil y Mecánica
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Item Diseño del sistema de alcantarillado sanitario para el caserío Montañitas de la parroquia el Triunfo, del cantón Patate, provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil., 2025-02) Quilligana Chifla, Kerly Valeria; Moya Medina, Dilon GermánThis technical project develops the design of a sanitary sewerage system for the community of Montañitas, complying with current technical regulations and considering an exhaustive analysis of the topographic and demographic conditions of the area. Its main objective is to ensure the efficient collection, transport and treatment of wastewater, promoting the improvement of the inhabitants' quality of life and the preservation of water sources in accordance with the principles of sustainability. The methodology was structured in three main phases. The first consisted of data collection and analysis through field visits, using GNSS technology and drones to carry out an accurate and detailed topographic survey. This process made it possible to identify the geographic, demographic and urban characteristics of the sector, key information for the design of the system. In the second phase, data tabulation and technical calculations were developed, applying national and international standards similar to our current regulations, and several specialized civil engineering softwares were used. Piping, flow rates and velocities were dimensioned, ensuring the functionality and efficiency of the system. The last phase focused on the elaboration of construction plans, budget evaluation and implementation of a wastewater treatment plant, adapting the design to the specific conditions of the area and the needs of the community. The results show that, despite the challenges associated with the topography and the variability of the terrain, a design was achieved that guarantees efficiency in the transport and disposal of wastewater, consisting of 93 wells and 93 pipes. In addition, the network was complemented with 4 inspection chambers and 3 rectangular section canals along 3.38 km. The project will not only improve the quality of life of the inhabitants by reducing sanitary risks, but will also contribute to environmental protection by avoiding the contamination of vital resources and implementing viable technical solutions that favor sustainable development in rural areas.Item Diseño del sistema de alcantarillado sanitario para el sector Joya Alta, cantón Patate, provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil., 2025-02) Mesias Erazo, Marco Vinicio; Frías Torres, Alex XavierSanitary sewer systems are currently considered a basic service, as they are fundamental in preventing environmental pollution and protecting public health. For this reason, and in response to the need of the residents of the Joya Alta sector for a sanitary sewer system that ensures optimal quality of life, this project was carried out in three phases, allowing us to achieve the overall objective. In the first phase, a preliminary study of the sector's conditions was conducted. Surveys were carried out in all beneficiary households, and a georeferenced topographic survey was completed. In the second phase, the necessary parameters were determined to design an optimal system that complies with the specifications established by current national standards, as well as international standards that align with Ecuadorian regulations. Finally, in the third phase, an economic analysis of the proposal was performed. Additionally, beyond the established objectives, an evaluation of both the infrastructure and the proper functioning of the components of the wastewater treatment plant (WWTP) in the La Joya community was conducted. This evaluation ensures the treatment of wastewater generated by the design of this sanitary sewer network. Upon completing the design, the following results were obtained: the sanitary sewer network of the Joya Alta sector spans a total of 2.586 km, including 72 inspection manholes and 70 PVC pipe segments, covering a total study area of 27.13 hectares. Furthermore, it was verified that the network meets the guidelines established in the standards applied to this project. Finally, a construction schedule was established for a period of four months, with a total budget of $235,543,12. The project will improve sanitary and environmental conditions while promoting economic and social development in the Joya Alta sector.Item Diseño del sistema de alcantarillado sanitario y planta de tratamiento de aguas residuales para las comunidades Santa Rosa y San Francisco, cantón Guano, provincia de Chimborazo(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil., 2025-02) Chusin Vega, Edgar Patricio; Frías Torres, Alex XavierIn the communities of Santa Rosa and San Francisco, located in the Guano canton, a significant lack of sanitary infrastructure has been identified, posing a risk to public health and environmental balance. Therefore, it is essential to design a sanitary sewer system and a wastewater treatment plant, ensuring that the proposed infrastructure complies with current technical regulations and meets the present and future needs of the population, whose projected growth estimates an increase from 330 to 423 inhabitants over a 25-year period. For the development of the project, design parameters were defined through the execution of a topographic survey, the application of surveys, and the calculation of sanitary flow based on the population’s water consumption, ensuring compliance with current regulations and applying the equations established in the Bolivian Standard NB 688 and SENAGUA. As a result, the designed sewer network includes 98 manholes, reaching a maximum depth of 4.6 meters, with 25 featuring drop structures, covering a total length of 6,000.20 meters. Additionally, the Wastewater Treatment Plant (WWTP) was designed, incorporating screening processes followed by two sedimentation tanks, an upflow anaerobic filter (UAF), and a drying bed for sludge management, ensuring that the final discharge meets the required environmental standards. The proposed designs were determined to be suitable, as they comply with the parameters established in the relevant technical regulations. Furthermore, the total estimated cost for project implementation amounts to USD 673,938.01, with an execution period of 28 weeks. This project aims to improve the population's sanitary conditions, reduce environmental impact, and contribute to the development of the San Isidro de Patulú parish.Item Diseño del sistema de alcantarillado sanitario para el sector de Nitón perteneciente al cantón San Pedro de Pelileo de la provincia de Tungurahua.(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil., 2025-02) Andrade Vejar, Kerly Marcela; Moya Medina, Dilon GermanSewer networks are necessary to improve the quality of life of people who have this service; For this reason, the objective of this project is to design the sanitary sewer system for the Nitón sector belonging to the San Pedro de Pelileo canton in the province of Tungurahua. For its implementation, the project was divided into three different stages that guaranteed an adequate design, starting with the topographic survey that helped us determine slopes and elevations, then the design parameters were established respecting each of the standards mentioned, especially the Bolivian Standard NB 688, which was in charge of the formulas; in order to determine the layout of pipes and location of each of the wells within the project, complying in the same way with hydraulic gradients and velocities, a study of the existing population and its water consumption was then carried out. Finally, an economic study was detailed, in which the items were identified and later the technical specifications, APUs and the final budget of said design were drawn up. The result was a sanitary sewer network consisting of 123 wells, of which 30 were jump wells, including 20 wells connected by means of a 0.40 by 0.40m square concrete channel in the final section that enters the WWTP in order to reduce the speed of the flows. As for the Wastewater Treatment Plant (WWTP), the result was the design of an inlet channel, two screens, two sedimentation tanks, a percolator and a sludge drying bed. Finally, it was concluded that the designs carried out are satisfactory, since they comply with each of the values established within the aforementioned standards.Item Diseño del sistema de alcantarillado y planta de tratamiento de aguas residuales de la comunidad Quiambe, cantón Quero, provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2025-02) Torres Paredes, Kevin Fernando; Cañizares Proaño, Byron GenaroCurrently, developing areas in Ecuador lack sewerage, as only 50.7 percent of Municipal GADs have this service, and this is even more noticeable in rural communities, such as Quiambe, which do not have basic sanitation infrastructure. Therefore, the objective of this technical project is to carry out the design of sanitary sewerage for the area, also including the design of a treatment plant, which guarantees the correct management and disposal of treated water, thus improving the quality of life of its inhabitants and the environmental surroundings. To carry out this objective, first the topographic survey was carried out using an RTK, then the characteristics of the area were obtained through surveys of the population, and the water supply of the sector was also determined by taking readings from 10 homes in the area. Then, the sewerage system design was carried out based on the Bolivian standard NB 688 and the treatment plant using the guidelines for the design of septic tanks, IMHOFF and stabilization ponds, design of municipal wastewater treatment plants: up flow anaerobic filters and the INEN 005-9-1 standard, and as a last point a budget was made that this project will have with its respective items, technical specifications and a schedule of activities to be carried out. Finally, it was found that the sanitary sewer system consists of a network of 3093.73m, 62 wells, 62 pipes that vary from 200 mm in diameter, while for the treatment of wastewater it has a pretreatment, primary and secondary treatment and sludge drying, complying with the established parameters, it should be noted that the cost of the project has a value of 346,798.57 dollars and has a term of 6 months.Item Diseño de la red de alcantarillado sanitario y del PTAR para el sector Uchanchi, del cantón Guano, provincia de Chimborazo(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2025-02) Moyota Tixi, Katheryn Nayeli; Frías Torres, Alex XavierThe rural community of Uchanchi in the Guano canton lacks an adequate sanitation system, which represents a critical challenge for public health and the environment, in addition to directly influencing the quality of life of its inhabitants, their economic and social development. In this context, this technical project addresses the design of a sanitary sewer system and a wastewater treatment plant for the community, which currently has 603 inhabitants and is projected to grow to 799 inhabitants in the next 25 years. An analysis of the social-demographic situation of the study site was carried out, supported by the application of surveys, the collection of topographic information and a study of water consumption, which allowed the estimation of the design parameters and the definition of the layout of the network, elements necessary for the sizing of the pipes and compliance with the hydraulic requirements established by SENAGUA in the CO 10.7-601 and CO 10.7-602 standards. In this way, a total of 263 inspection wells and 290 pipes with an internal diameter of 200 mm were projected. Likewise, after an analysis of the wastewater, the necessary treatment stages of the WWTP were proposed to guarantee compliance with current regulations. The design included initial screening, two sedimentation tanks, two upflow anaerobic filters (FAFA) and a dried sludge bed. As a result, the project includes an economic study with the identification of 53 items along with their corresponding technical specifications and unit price analysis (APU). The budget determined for the implementation of the system is 1 366 647.90 dollars with an execution period of 48 weeks. Finally, the results of the design were reflected in the general and detailed plans, accompanied by the respective spreadsheets.Item Diseño del sistema de alcantarillado sanitario de los barrios Chile y Santa Barbara de la parroquia de San Buenaventura, cantón Latacunga, provincia de Cotopaxi(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2025-02) Guamangallo Pilatasig, Joel Steeven; Moya Medina, Dilon GermánSanitation systems play a fundamental role in the treatment of wastewater, health, environmental well-being and counteracting pollution. From this, the provision of the studied sector significantly improves the quality of life of human beings. However, in the parish of San Buenaventura, the Chile and Santa Barbara neighborhoods lack an optimal and efficient system. Therefore, the primary objective of this project was to design the sanitary sewer network. The project was divided into three fundamental stages, each one having specific methodologies that were implemented in the territory. The first was divided into a detailed topographic survey, the application of surveys and an analysis of the supply of drinking water. The second focused on the design of the sanitary sewer system following the Ecuadorian regulations, SENAGUA, the Bolivian Standard NB 688, and finally, on the "Standards for the Study and Design of Wastewater Systems for Populations Over 1000 Inhabitants." Finally, the third focused on the evaluation of cost analysis and construction programming. Based on the established parameters, a sewerage network was developed, comprising a total of 64 wells and 73 sections of pipes. This network has a total length of 4.08 kilometers and covers a catchment area of 54,805 hectares. After an exhaustive analysis, it was confirmed that the design of the sewerage system complies with current regulations. In addition, an estimate of the budget required for its construction was made, which amounts to 298,226.52 dollars. Finally, it was determined that the time required to complete this project is approximately 2 months and 2 weeks, thus ensuring an efficient and effective implementation of the infrastructure.Item Diseño del sistema de alcantarillado sanitario y planta de tratamiento de aguas residuales para los habitantes del caserío El Pingue, parroquia La Matriz, cantón Pelileo, provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2025-02) Freire Zurita, Wellington Alexis; Castro Solorzano, Fidel AlbertoAccess to sanitary sewage systems is of vital importance to ensure optimal sanitation conditions and prevent negative impacts on both human health and the environment. In this context, the hamlet of Pingue faces limitations such as the absence of basic sanitation infrastructure, which directly affects the quality of life of its inhabitants. This project was developed in several essential phases, each one focused on fundamental technical aspects. In the initial phase, a topographic survey was carried out, and surveys were conducted to obtain information on the conditions of the community, as well as the needs of the population. Based on this data, we proceeded with the preliminary design of the sewerage network and treatment plant, applying the corresponding regulations, such as Bolivian Standard NB 688, CO 10.7 - 601 and CO 10.7 - 602 and Senagua guidelines. In the next phase, an economic evaluation was carried out, including the calculation of unit costs and the analysis of the financial viability of implementing the project. As a result of this project, a detailed design was prepared for the sanitary sewerage system, which includes 88 wells and 87 pipes, with a total length of 2,353 km. In addition, an existing network was analyzed, which consists of 57 wells and a length of the existing network of 1,299 km. Finally, technical calculations were developed for the wastewater treatment plant, where the processes were analyzed, including pretreatment, primary and secondary treatment. Ensuring that the total flow complies with the parameters required for proper operation. An economic study of the project was also carried out, with a budget of $345,842.12 and its respective specifications to guarantee the improvement of sanitary conditions.Item Diseño del sistema de alcantarillado sanitario y planta de tratamiento de aguas residuales de la comunidad Cóndor Mirador perteneciente a la parroquia El Triunfo de la provincia de Pastaza(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2025-02) Acurio Sánchez, Jennifer Ivonne; Paredes Beltrán, Bolívar EduardoThis study was initiated in response to the urgent need to improve the sanitary and environmental conditions of the area, driven by the impact of population growth and the lack of adequate infrastructure for wastewater management. The methodology included a comprehensive diagnosis of the study area, based on topographic surveys, analysis of current and projected population data, and water quality studies. Hydraulic calculations were performed to size the sewer networks and select the optimal components for the treatment plant, considering both national and international technical standards. The design was further enhanced through computational simulations using specialized software to ensure the system's functionality and efficiency. The results revealed that the project would benefit a population of approximately 350 inhabitants, with a projected population growth rate of 4.56 percent over a 30-year design horizon, calculated using the geometric method. The proposed system included PVC pipes with a nominal diameter of 200 millimeters and a total length of 618.44 meters for the sanitary sewer system, designed to handle a maximum flow of 141 liters per person per day. The wastewater treatment plant was designed to process an average flow of 261.79 cubic meters per day. A system incorporating pretreatment, primary, secondary, and tertiary treatments, along with sludge treatment, was selected. This choice was based on a BOD5 to COD ratio of 43.91 percent and the high fecal coliform content identified in water analyses, categorizing the wastewater as highly biodegradable. As a result, the proposed design not only improves basic sanitation conditions but also contributes to preserving the region's water resources by reducing environmental pollution. A general budget of one hundred twenty-eight thousand two hundred thirty dollars and seventy-three cents was projected for the implementation of the system.Item Diseño del sistema de alcantarillado y planta de tratamiento de aguas residuales de la comunidad Hualcanga San Luis, cantón Quero, provincia de Tungurahua(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica, Carrera de Ingeniería Civil, 2025-02) Lozada López, Darwin Joel; Moya Medina, Dilon GermánIn Ecuador, many developing communities face serious deficiencies in basic infrastructure, including the absence of sanitary sewage systems. This situation not only generates water contamination problems, but also an increase in waterborne diseases and serious damage to the environment. A clear example of this problem is the community of Hualcanga San Luis, where the lack of these essential services highlights the existing gaps in basic sanitation, mainly affecting rural and peri-urban areas, despite the efforts made by local governments to address these deficiencies. In this context, the main objective of this technical project is to design an integrated sanitary sewerage system and a wastewater treatment plant for the community. As a first stage, a detailed topographic survey was carried out using an RTK (Real Time Kinematic) system, which allowed obtaining accurate information of the terrain, ensuring an adequate analysis of the physical conditions of the intervention area. In addition, surveys were conducted with the local population in order to identify their specific needs and ensure that the proposed design responds to their real demands. Based on the information collected, a 3.24-kilometer sewerage network was designed, consisting of 76 inspection wells and 75 sections of pipe with varying diameters, including a 200-mm main pipe. A treatment plant was also designed that includes pretreatment, primary treatment, secondary treatment, and sludge drying, ensuring compliance with the country's regulatory standards. The total estimated budget for the project is US$339,461.60, with a completion time of approximately six months. The implementation of this system will not only significantly improve social welfare and reduce the incidence of disease in the community but will also contribute substantially to ensuring long-term environmental sustainability in the region.