Titulación - Ingeniería Hidráulica
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- ItemEl contra mapeo como estrategia de coproducción de conocimiento en la vinculación territorial de la carrera de ingeniería hidráulica: estudio de caso en la provincia de Cotopaxi(Universidad Técnica de Cotopaxi (UTC). Facultad de Ciencias de la Ingeniería y Aplicadas. Hidráulica, 2026-10-14) Alba Guatemal, Emerson Segundo; Cusme Intriago, Rudys RafaelThis research analyzes counter-mapping as a knowledge co-production strategy in the territorial engagement of the Hydraulic Engineering program at the Technical University of Cotopaxi, taking Cotopaxi Province as the study area. The problem is related to the dispersión and limited organization of the information generated through community engagement projects, which makes it difficult to consult, analyze, and use this information for future interventions. The objective was to analyze the impact of counter-mapping on the management of the program and on the university-community engagement process through the identification and georeferencing of projects, the assessment of community perceptions, and the development of a dynamic map. The research used spatial, technical, and social information through Geographic Information System tools, mainly QGIS, GPS, field data sheets, and structured satisfaction surveys. Thirteen community engagement projects involving water boards, communities, neighborhoods, and educational institutions were identified and georeferenced, integrating information on location, infrastructure, problems, and proposed solutions. In addition, 10 surveys were conducted, and the results showed a favorable perception: 70% rated student performance as excellent in terms of technical aspects, application of knowledge, planning, ethics, and responsibility, while 80% rated the overall quality of the work and the results provided as excellent. It is concluded that ountermapping strengthens territorial organization, integrates technical and community knowledge, and constitutes a useful tool for improving information management and the niversitycommunity relationship, as well as supporting the planning of future sustainable territorial interventions.
- ItemEstimación de flujos bajos mediante el método de recesión de la cuenca del río Paute(Universidad Técnica de Cotopaxi (UTC). Facultad de Ciencias de la Ingeniería y Aplicadas. Hidráulica, 2026-10-14) Calvopiña Tapia, Cristian Guillermo; Paz Ochoa, Jhon Bryan; Cusme Intriago, Rudys RafaelThis study estimates low flows in the Paute River basin using hydrological recession analysis to characterize base flow behavior during periods of low rainfall. Daily discharge data from three INAMHI stations between 1980 and 2016 were used, applying the Bako and Owoade method to isolate the recession periods and calculate the constant K for five representative years (2003, 2005, 2010, 2012, and 2014), with an overall average of 0.836. The results were validated by comparing simulated and observed discharge data at station H0894 using the Nash-Sutcliffe coefficient; the year 2010 showed a poor fit (R² = 0.534) and was excluded from the final analysis, after which the model became more consistent. The findings confirm that the recession method is a reliable tool for estimating minimum flows in Andean-Amazonian watersheds with continuous records, and they provide useful information for water resource planning, the operation of hydroelectric infrastructure, and low-flow management on the Paute River.
- ItemEvaluación semicuantitativa de la vulnerabilidad del sistema de captación que abastece al Cantón Saquisilí, ubicado en San Agustín de Callo, parroquia Mulaló, cantón Latacunga, ante una eventual erupción del Volcán Cotopaxi(Universidad Técnica de Cotopaxi (UTC). Facultad de Ciencias de la Ingeniería y Aplicadas. Hidráulica, 2026-10-14) Aguaisa Cando, Alison Fernanda; Barahona Tonato, Steven Alexander (pendiente); Zambrano Valverde, Mariella FernandaThe existing water intake system located in San Agustín de Callo, Mulaló Parish, Latacunga Canton, which supplies Saquisilí Canton, is an important infrastructure for ensuring the continuity of the water supply service and is exposed to hazards associated with a potential eruption of Cotopaxi Volcano. The objective of this research was to conduct a semi-quantitative assessment of the system’s vulnerability to these hazards, considering the physical, functional or operational, environmental, and organizational or administrative dimensions, in order to identify its main weaknesses and establish prevention and mitigation measures. The research was conducted using a semi-quantitative approach through technical field inspections, direct observation, photographic records, interviews, documentary review, topographic surveying, and hydrological and spatial analysis using Geographic Information Systems. The vulnerability of the water intake structure and sedimentation tank was assessed using evaluation matrices and weighting factors obtained through the Analytic Hierarchy Process (AHP). Finally, prevention and mitigation measures were proposed to strengthen the infrastructure, administrative management, and response capacity, with the aim of contributing to the continuity and safety of the water supply to Saquisilí Canton in the event of a potential eruption of Cotopaxi Volcano.
- ItemEvaluación de la sustentabilidad del proyecto de riego tecnificado del río San Juan-Patoa - Zona 2(Universidad Técnica de Cotopaxi (UTC). Facultad de Ciencias de la Ingeniería y Aplicadas. Hidráulica, 2026-10-14) Sunta Chisaguano, Lisbeth Yajaira; Tacuri Asimbaya, Angeles Maria; Mogro Cepeda, Yenson VinicioThis research aimed to evaluate the sustainability of Zone 2 of the Río San Juan-Patoa technified irrigation project, located in the Pujilí canton, Cotopaxi province, through the analysis of indicators corresponding to the economic, ecological, and sociocultural dimensions. The study involved the characterization of irrigation system users and the application of surveys to producers. The information obtained was processed using Microsoft Excel, and indicators and sub-indicators were used to determine the sustainability indices for each dimension, applying the methodology proposed by Sarandón. The characterization results showed that 52% of users are exclusively engaged in agriculture, while the remaining 48% carry out other activities or combine agriculture with other economic activities. Likewise, 76% of producers stated that they had not received training or technical assistance, compared to 24% who had received this type of support. Regarding income, 68% of producers reported monthly incomes below USD 200, while 32% reported incomes above this amount. The sustainability assessment resulted in an index of 2.27 for the economic dimension, 2.35 for the ecological dimension, and 2.33 for the sociocultural dimension. The General Sustainability Index reached a value of 2.32, corresponding to a low level of sustainability, considering that a value above 2.5 is required to reach an acceptable level of sustainability. The results highlight the need to strengthen producers' capacities through actions focused on the efficient use of the irrigation system, conservation of natural resources, access to financing, and organizational strengthening. Therefore, a training plan is proposed to improve the sustainability indicators of Zone 2 of the Río San Juan-Patoa technified irrigation project.
- ItemDiseño de un sistema de alcantarillado sanitario y pluvial en la comunidad de Salache Angamarca la calle del cantón Salcedo(Universidad Técnica de Cotopaxi (UTC). Facultad de Ciencias de la Ingeniería y Aplicadas. Carrera de Hidráulica, 2026-10-14) Tenorio Correa, Angel Lenin; Zambrano Navarrete, Xiomara AlejandraThis study aimed to design a sanitary and stormwater drainage system for the town of Salache Angamarca La Calle, located in the Salcedo canton, San Miguel parish. To achieve this, specialized hydraulic software was used to optimize the collection, transport, and proper disposal of wastewater and surface runoff. The methodology employed a quantitative, descriptive-inductive-deductive, and analytical approach, utilizing both documentary and field research. It was structured in three fundamental stages: first, demographic, hydrological, and existing infrastructure information was gathered and examined; second, a topographic survey was conducted using geodetic techniques and GPS devices to accurately determine elevations and slopes; and finally, the hydraulic modeling of the system was performed using specialized software to technically calculate the pipes, manholes, and additional structures. The results obtained allowed for projecting future population growth of 1.56% over the 25-year period, calculating progressive sanitary and stormwater flow rates, and defining a technically feasible route that adapts to the natural terrain slope, which ranges from approximately 2,825 to 2,795 meters above sea level. The design ensures gravity-fed operation with appropriate slopes and velocities maintained within the established ranges for self-cleaning, thus preventing sedimentation or hydraulic overloads. The maximum accumulated flow rate in the final section of the network reaches approximately 8.33 L/s. In summary, the designed system meets current technical and regulatory standards, ensuring hydraulic efficiency, operational sustainability, and economic viability by not requiring pumping stations. Furthermore, the incorporation of technologies during the design process increased the technical precision and reliability of the results, contributing to improved sanitary and environmental conditions for the community.