Facultad de Ingeniería y Arquitectura

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PROPUESTA TECNICA PARA LA INSTALACION DEL SERVICIO DE AGUA POTABLE CON DISPOSICION DE EXCRETAS EN LA LOCALIDAD DE PICHUNCHUCO – SANTIAGO DE CHUCO - LA LIBERTAD, 2020.
(Universidad Privada de Trujillo, 2020)
Bellido Díaz, Teodocio
;
Luque Apaza, Domingo
;
Durand Bazán, Enrique
En la localidad de Pichunchuco adolecen del servicio básico de agua potable y saneamiento, estos no cuentan con el servicio de agua. En cuanto al sistema de eliminación de excretas la población utiliza pozos artesanales, los que se encuentran cercanos de las viviendas. Con la ejecución del presente proyecto se plantea construir los servicios básicos, dotándose a la localidad de un eficiente sistema de agua potable y disposición de excretas. Con respecto a los lineamientos de política sectorial, el proyecto se enmarca dentro de la Función 18: Programa 040: Saneamiento, dentro de su definición, como: "Conjunto de acciones para garantizar el abastecimiento de agua potable, la implementación y mantenimiento de letrinización sanitaria y pluvial del centro poblado, así como para la mejora de las condiciones sanitarias de la población. Comprende el planeamiento, promoción y desarrollo de las entidades prestadoras de servicios de saneamiento.
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Alternativas para el sistema de saneamiento en el caserio de Huaguil - distrito de Chugay - Sánchez Carrión - La Libertad, 2018
(Universidad Privada de Trujillo, 2018)
Sáenz Valverde, César Enrique
;
Villar Quiroz, Josualdo Carlos
The present research work has been carried out in the Caserío de HUAGUIL, District of CHUGAY - Province of HUAMACHUCO - Department La Libertad, the main objective of this project is to give the best ALTERNATIVE for the system of sewage network disposal of excreta with the purpose to solve essential aspects for the quality of life of the beneficiary populations. This project will help reduce the high rate of diarrheal, parasitic and dermal infections, due to the lack of sewerage system; as it has been exposed in the reports that preceded it and to improve the socioeconomic and environmental well-being in the whole affected hamlet, for which we have seen fit to give a lot of importance to this problem. For the development of the ALTERNATIVES of the design of the project we base to the Peruvian norm of Works of Sanitation (OS - 060) and (IS - 020) of the National Regulation of Buildings (RNE). The methodological process that was used in the research was carried out based on a non-probabilistic cross-sectional sampling technique for convenience, applying the observation guide and the observation guide as a technique; This project has quantitative - discrete descriptive statistics as a method. The design results were eloquent and reasonable to carry out the development of this project. It was concluded in the best ALTERNATIVE to perform BASIC UNITS OF SANITATION.
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Diseño de un sistema de saneamiento para el sector i, ii y iii del centro poblado de Combayo-distrito de La Encañada Cajamarca-Cajamarca, 2018
(Universidad Privada de Trujillo, 2018)
Mendieta Espinola, David William
;
Durand Bazán, Enrique Manuel
The main objective of this research work is to design a sanitation system to propose the best design for improvement of the potable water and sanitation system for sector I, II and III of the town of Combayo-district of La Encañada-Cajamarca -Cajamarca in the year 2018. The population that is in these sectors are far from the rural city, presenting a problem in the sanitation system causing the increase of some diseases and a low quality of life. The sample in the center of Combayo was in sectors I, II and III with 50 inhabitants. The type of research is non-experimental, cross-sectional and descriptive, and observation and survey techniques were used. In the process of the information, the IS.020 standard of the National Building Regulations was used, as well as parameters established in the Ministry of Housing, Construction and Sanitation for the rural area. The design was concluded by proposing 50 basic units of UBS hydraulic drainage with a design period of 10 years, a 600-liter digester and 2 infiltration trenches of 0.60 x 0.80 x 5.50 meters. In this way the design proposal is concluded, covering all the beneficiaries of both villages.
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Alternativas para el mejoramiento del sistema de agua potable y saneamiento en los anexos de Bello Horizonte y Cara, distrito de Chilla - Pataz - La Libertad, 2018
(Universidad Privada de Trujillo, 2018)
Gamboa Reyes, Will Hainer
;
Durand Bazán, Enrique Manuel
This research work has been developed to improve the quality of life in terms of health and hygiene, which is why the main objective is to propose the best design improvement of the drinking water and sanitation system for the annexes of Bello Horizonte and Cara, District of Chillia, province of Pataz, department of La Libertad in 2018. The sample in the Bello Horizonte annex was 108 inhabitants and the sample in the Cara annex was 69 inhabitants. The type of research according to the purpose pursued is an applied research and according to its design is non experimental - descriptive. We used the observation techniques, surveys, statistical data of the INEI, data processing, design and calculation of the systems under study. In the process of the information was made use of the standards E. 050 Soils and Foundations, OS 010, OS 030, OS 050, OS 070 and OS 100 of the National Building Regulations, as well as parameters established in the Technical Standard of Design : "Technological Options for Sanitation Systems in the Rural Environment" of the Ministry of Housing Construction and Sanitation, under that concept the components of the potable water and sanitation system were designed. The results for the Bello Horizonte annex were a new design of 2 hillside-type catchments, 1138.54 ml line of conduction. with a 2 "PVC pipe, 5 pressure-breaking chamber type 7, a reservoir of 3m3, distribution network 2372.76 ml. with 1 1/2 "PVC pipe, 29 residential connections. As a sanitation solution, 29 hydraulic UBS connections with a design period of 10 years are proposed, each with a 600-liter digester and 2 infiltration trenches of 0.60 x 0.80 x 5.50 meters. The results for the Cara annex were a new design of 2 hillside type intake, 1614 ml line. with a PVC pipe 2 ", 2 pressure breakers type 7, a reservoir of 3m3, distribution network 925.33 ml. with 1 1/2 "PVC pipe, 17 residential connections. As a sanitation solution, 17 hydraulic UBS connections with a design period of 10 years are proposed, each with a 600-liter digester and 2 infiltration trenches of 0.60 x 0.80 x 5.50 meters. And finally, the plan of good use and conservation of the UBS with hydraulic drag was developed to guarantee its design period. In this way, the design proposal is concluded, covering all the beneficiaries of both annexes.
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Mejoramiento del sistema de agua y saneamiento y la calidad de vida de la población del cacerío de Catillambi distrito de Asunción-Cajamarca
(Universidad Privada de Trujillo, 2016)
Sánchez Ravichagua, Liliana Janet
;
Padilla Ríos, Aurelio
In the project design hydraulic calculations, establishing fixed parameter as the number of inhabitants to which they provide service, determining the approximate flow required for community and thus able to meet the domestic needs of the population were made. Known the required flow and distribution of the projection pipe in order to determine the pressure loss and studied. And use the proper diameter of the pipe to be used in the proposed project
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Propuesta de diseño de reservorio apoyado usando el software SAP2000 para el servicio de agua potable y saneamiento rural en el caserío El Alizar - Chugay - Sánchez Carrión - La Libertad 2017
(Universidad Privada de Trujillo, 2017)
Evangelista Ruiz, Romily Abel
;
Villar Quiroz, Josualdo Carlos
The development of this professional proficiency work was carried out in Caserío el Alizar, Chugay, Sánchez Carrión, La Libertad in 2017, the objective of the The investigation was to evaluate the behavior of the reservoir to have the most accurate notion of the structural calculation of supported reservoirs of Armed concrete for future projects take into account these results obtained. For its Analysis of this Structure, the SAP2000 Software Version 15 has been used, Obtaining the results of the Seismic behavior for this, the Analysis was done Static and Dynamic using the Housner Method applying the concept of Mass Impulsive and Convective. Applying the standard A.C.I.350 - 08, of which the deformations and maximum stress due to seismic stresses, the result was that the circular reservoir better distributes the efforts more evenly in any sense of earthquake, Concrete tanks with fixed or articulated base transfer of the horizontal seismic shear at the base will be divided by a shear membrane (Tangential). The research that was conducted is non-experimental of descriptive transversal design, The design of the reservoir located in the El caserío Alizar, the sample is the Reservoir Design and study unit is the Design of the Reservorio, the technique used was the observation and the instrument for the collection of data is the observation guide, the method used is descriptive statistics because it allows to record the data through tables and represent it in graphics and picture.

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