Facultad de Ingeniería y Arquitectura
Permanent URI for this communityhttps://staging-repositorio.uprit.edu.pe/handle/UPRIT/1
Browse
4 results
Search Results
- Some of the metrics are blocked by yourconsent settings
Item type:Item, Alternativas de diseño para el sistema de alcantarillado y planta de tratamiento de aguas residuales en las localidades, Mariscal Castilla, San Isidro, San Ramón y Jorge Chávez - distrito de Guadalupe, 2018(Universidad Privada de Trujillo, 2018) ;Jara Sánchez, EddieDurand Bazán, Enrique ManuelThis research work was developed due to the needs that arise in the localities of not having a sewage system or wastewater treatment plant, in order to contribute to the development of the population, and improve the level of life, of the inhabitants, likewise propitiate the socio-economic development, whose main objective is to propose the best alternative design of the sewage system and wastewater treatment plant in the localities of Mariscal Castilla, San Isidro, San Ramón and Jorge Chávez, district of Guadalupe, in the year 2018; for a population of 5,789 inhabitants, the study contemplates the design of the components according to the current regulations, OS.070, OS.090, of the building regulations (RNE), as well as parameters established by the Ministry of the Environment DS-003- 2010-MINAM -, where it decrees the maximum permissible limits (LMP) for the effluents of the WWTP, which includes the design of the sewer network of Mariscal Castilla, a distribution network with a length of 3,398.06 ml, of S25 PVC pipe - S20 - DN 200MM, construction of 125 reinforced concrete mailboxes of f'c = 210 kg / cm2, emitting network with a length of 2.835.41 ml, of PVC pipe S25- S20 - DN 200mm, circular section wastewater pumping chamber and will be equipped to pump a pumping rate of 32.88 L / s, which will house 02 submersible pumps of 15hp, PVC - 200mm drive line, PN-10, with a length of 53.13 m and a wastewater treatment plant with a flow rate of 22.87 l / s, which comprise 02 tank imhoff with internal measures of 11.20 x 6.80 m and a height of 6.95 m, has 04 drying bed with internal dimensions of 10.00 x 4.25 m with a height of 1.50 m, percolator filter with internal measures 16.00 x 13.15 m a depth of 3.00 m of filtering medium, 02 secondary sedimentation of 13.20 x 2.20 m, and chlorine contact chamber with internal measures of 6.85 x 3.00 with a height of 2.4 m, which allows an adequate treatment of sewage and thus they can be discharged to a water receiving body (Jequetepeque river) without any danger of contamination. - Some of the metrics are blocked by yourconsent settings
Item type:Item, Diseño hidráulico para el mejoramiento del sistema de agua potable e instalación del sistema de alcantarillado en el centro poblado Toma de los Leones – Paiján – Ascope – La Libertad(Universidad Privada de Trujillo, 2016) ;Sandoval Orbegoso, Elsa CeciliaAcosta Sánchez, Luis AlbertoThis thesis work: "HYDRAULIC DESIGN FOR IMPROVING WATER SYSTEM AND INSTALLATION OF SEWAGE SYSTEM IN THE CENTER TOWN TAKES LIONS - Paiján district - Ascope province - DEPARTMENT OF LIBERTY", it has been developed by the problem of gastrointestinal diseases. The drinking water is deficient in the Town Center, the water source is open pit well, elevated tank 06 m3, adduction line, transmission and distribution networks is obsolete, use latrines for not having networks sewage, causing health problems to the population. The Town Center, is among the levels 51.00 and 57 m.s.n.m and the following UTM coordinates North and East 9146356,952 687110,382. It has been determined that the type of soil in the area is silty sand (SP - SM); the terrain is hilly. Has been conducted population studies determined a target population of 100 families occupying the Town Center, recital 5 inhabitants per batch, resulting in a target population of 500 inhabitants. The hydraulic design of water flow has maximum hours of 1.5166 l / sec. Driveline 3.5 ", volume 20 m3 reservoir, driveline 948.34 m, 1381.12 m distribution line, To meet the standard D.S. 031 - 2010 S.A. water should be chlorinated; and sewerage hydraulic design has a flow rate of 1.3957 l / sec., collector length 1384.933 m network, broadcast network 290 474 m. 34 und mailboxes. Diameter collector network 6 "network issue 8" Considering the standards of the National Building Regulations, obtaining a comprehensive infrastructure project that includes the installation of distribution network with domiciliary facilities for water system installation of collection networks, broadcasters, house connections to the sewerage system. - Some of the metrics are blocked by yourconsent settings
Item type:Item, La ampliación del sistema de agua y alcantarillado frente a la calidad de vida de la población del centro poblado de Galindo, distrito de Laredo, provincia de Trujillo - La Libertad(Universidad Privada de Trujillo, 2016) ;Honorio Alva, Jonny Andrés ;Honorio Alva, Jonny Andrés ;Padilla Ríos, AurelioPadilla Ríos, AurelioThis project is framed within the sectoral objective to develop a proposal for a study on expanding WATER AND SEWER SYSTEM FROM THE QUALITY OF LIFE OF THE POPULATION OF THE TOWN CENTER GALINDO, DISTRICT OF LAREDO, PROVINCE OF TRUJILLO - FREEDOM. The study is descriptive and non experimental research because it presents a practical and according to the situation in which the population of the town center Galindo, District of Laredo - Province of Trujillo. Technique used is the direct and / observation and research tool by filling the respective observation sheet. - Some of the metrics are blocked by yourconsent settings
Item type:Item, Propuesta de un sistema de gestión de seguridad y salud en el rubro de alcantarillado, Trujillo - 2017(Universidad Privada de Trujillo, 2017) ;Banda Banda, Anthony ManuelVillar Quiroz, Josualdo CarlosThe present research was carried out in the work of “MEJORAMIENTO LINEA DE ADUCCION DE AGUA PARA CONSUMO HUMANO E INTERCEPTOR DE ALCANTARILLADO SANITARIO” from the av. America sur - Federico Villareal, Provincia de Trujillo, Departamento la Libertad, 2017; With a duration of 3 months, being the actors involved the workers of the company MACOMIC S.A.C; This research is carried out with the purpose of carrying out the use of a good management, referring to the safety and health of the sewage industry, it is a great part for its implementation; This is achieved by taking into account an SS policy, an SS committee, an internal regulation, IPERC, drawing up an annual SS plan, training, among others; So that the workers have the mayor's safety, with the right tools for the development of their work, to minimize the risks that are lost in the work; The investigation was carried out taking into account Law 29783 of Health and Safety and its Regulation D.S. No. 005-2012-TR; This research is non-experimental descriptive cross-sectional design, the population were all sewage works of Trujillo, the study unit was the health and safety management system in the company MACOMIC SAC in the work “MEJORAMIENTO LINEA DE ADUCCION DE AGUA PARA CONSUMO HUMANO E INTERCEPTOR DE ALCANTARILLADO SANITARIO”; The technique used was observation and the instrument the observation guide; The method that used descriptive statistics and statistical tools; In this investigation there are 0 fatal accidents, 16 mild and 3 incapacitating work; In conclusion, the evaluation of the needs of the workers to improve their quality of life was carried out, so the company must have the PPE, have all the necessary signs and train them.
