Proposal of a hydraulic system and the influence on the operation and maintenance of the storm drain in the city of Huanuco

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Objective. Raise the proposal of a hydraulic system that contributes to the operation and maintenance of the storm drainage of the city of Huánuco - 2018. Methods. Study of quantitative approach, correlational scope and experimental design of a quasiexperiment type, the population is the entire pluv...

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Detalles Bibliográficos
Autores: Villalobos Pujaj, Walter Karol, Boyanovich Ordoñez, Lili Tatiana
Formato: artículo
Fecha de Publicación:2018
Institución:Universidad de Huánuco
Repositorio:Revistas - Universidad de Huánuco
Lenguaje:español
OAI Identifier:oai:ojs2.localhost:article/163
Enlace del recurso:http://revistas.udh.edu.pe/index.php/udh/article/view/202e
Nivel de acceso:acceso abierto
Materia:Sistema Hidráulico
drenaje pluvial
colector principal
colectores secundarios
sedimentos
Hydraulic system
storm drainage
main collector
secondary collectors
sediments.
Sistema hidráulico
drenagem pluvial
esgoto principal
esgotos secundários
Descripción
Sumario:Objective. Raise the proposal of a hydraulic system that contributes to the operation and maintenance of the storm drainage of the city of Huánuco - 2018. Methods. Study of quantitative approach, correlational scope and experimental design of a quasiexperiment type, the population is the entire pluvial drainage of the City of Huánuco (main and secondary collectors) with a length of 12,921.00 ml., The sample being the collectors: Seichi Izumi, Tarapacá, Huánuco and Dámaso Beraún, whose totallength is 7,440.25 ml. Results. It was determined that the amount of sediments that are dragged by the Jactay creek is 2890m3 / km2 / year, the influence of the project is approximately 0.1378 km2 for each of the critical shreds under evaluation, directsedimentation in the entire area of The influence of the research is 1.09 m3 / day, thus determining the existence of favorableslopes up to 50% of what was projected and a required water availability of 0.023m3 / sec. Conclusion. With the approach of ahydraulic system, a total dragging of sediment from the interior of the main and secondary collectors is achieved, reaching100% efficiency of the operation and maintenance of the storm drain.
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