Diseño de riego, drenaje y gramado para la cancha de football del Estadio Municipal del cantón Santa Lucía
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Fecha
2017
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Facultad de Ciencias Agrarias Universidad de Guayaquil
Resumen
El presente trabajo de investigación, modelo estudio de caso,
titulado “Diseño de riego, drenaje y gramado” se realizó en las
instalaciones deportivas del estadio municipal, del cantón Santa Lucia,
provincia del Guayas, cuyas coordenadas geográficas son 1° 42′ 50″
latitud sur - 1° 42′ 50″ longitud Oeste una elevación de 5 msnm, parte
de su superficie pertenece, a zona de clima Tropical, Mega térmico -
Húmedo con temperaturas entre 25 y 26ºC y precipitaciones promedio
anuales entre 1000 y 1400 mm. El objetivo general consistió en diseñar
los sistemas de riego, drenaje y gramado para la cancha de football del
estadio Municipal del cantón “Santa Lucia” con el fin de garantizar en
cada jornada deportiva la funcionalidad y confort del terreno de juego.
En la ejecución del trabajo de campo, para la toma de datos, se utilizó:
cinta métrica, balizas, equipo de topografía, GPS y calculadora, cuyo
procesamiento se efectuó en computadora con los programas AutoCad
y CivilCad con la finalidad de diseñarlos planos altimétricos y
planimétricos. El diseño del sistema de riego por aspersión
automatizado, operará con una bomba eléctrica de 10 Hp que impulsa
una lateral regadora de 5 aspersores, cada uno de 20.27 G.P.M y radio
de humedecimiento de 19 m. La tubería principal propuesta es de 110
mm de diámetro y la tubería secundaria de 50 mm .El campo de football
tendrá siete posiciones de riego, con su respectiva válvula de activación
de 2”, a funcionar en intervalos de 42 minutos. La lámina de riego a
aplicar al gramado será de 6.6 mm/día. El diseño de drenaje consiste
básicamente en instalar un sistema de tuberías principales y
secundarias con diseño en espina de pescado, el colector principal
lateral tendrá un diámetro comercial de 110 mm y los drenes
secundarios, diámetros de 90 mm, que se colocarán espaciados a 7 m.
La pendiente a establecer en la red de tubería será del 2% sobre suelo
arenoso, donde la velocidad de infiltración estimada es de 20 mm/h.
El tipo de grama que se implantará será el Bermuda Grass,
tolerante al esfuerzo mecánico, corte bajo de la poda, plagas y
The present research work, "Design of irrigation, drainage and lawn" was carried out in the sports facilities of the municipal stadium, Santa Lucia canton, Guayas province, whose geographical coordinates are 1 ° 42 '50 " South latitude - 1 ° 42 '50 "West longitude an elevation of 5msnm, part of its surface belongs, to Tropical climate zone, Mega thermal - Humid with temperatures between 25 and an 26ºC and average annual rainfall between 1000 and 1400 mm. The general objective was to design the irrigation, drainage and lawn systems for the football stadium of the municipal in order to guarantee the functionality and comfort of the pitch every day. In the execution of the field work, for data collection, we used: tape measure, beacons, surveying equipment, GPS and calculator, whose processing was carried out by computer with the programs AutoCAD and Civil Cad with the purpose of designing altimetry and Plan metric planes. The design of the automatic sprinkler irrigation system will operate with an electric pump of 10 Hp which drives a lateral irrigation of 5 sprinklers, each of 20.27 G.P.M and radius of wetting of 19 m. The proposed main pipe is 110mm in diameter and the secondary pipe is 50mm. The football field will have seven irrigation positions, with the corresponding activation valve of 2 ", operating at 42 minute intervals. The irrigation sheet to be applied to the lawn will be 6.6 mm /day. The drainage design basically consists of installing a main and secondary piping system with fishbone design, the main lateral manifold will have a commercial diameter of 110 mm and secondary drains, diameters of 90 mm, to be spaced at 7 m . The slope to be established in the pipe network will be 2% on sandy soil, where the estimated infiltration rate is 20 mm/h. The type of grass to be introduced will be Bermuda Grass, which is tolerant to mechanical stress, low cut pruning, pests and diseases. In addition, it will providing an aesthetic and decorative aspect to the court, provide security and comfort to the players. The Bermuda Grass seed is usually planted at 30 to 40 grams per m². The budget of the proposed irrigation, drainage and lawn system was elaborated based on the price list of ARTERRIEGO and PLASTIGAMA companies. The total cost of the work was estimated at
The present research work, "Design of irrigation, drainage and lawn" was carried out in the sports facilities of the municipal stadium, Santa Lucia canton, Guayas province, whose geographical coordinates are 1 ° 42 '50 " South latitude - 1 ° 42 '50 "West longitude an elevation of 5msnm, part of its surface belongs, to Tropical climate zone, Mega thermal - Humid with temperatures between 25 and an 26ºC and average annual rainfall between 1000 and 1400 mm. The general objective was to design the irrigation, drainage and lawn systems for the football stadium of the municipal in order to guarantee the functionality and comfort of the pitch every day. In the execution of the field work, for data collection, we used: tape measure, beacons, surveying equipment, GPS and calculator, whose processing was carried out by computer with the programs AutoCAD and Civil Cad with the purpose of designing altimetry and Plan metric planes. The design of the automatic sprinkler irrigation system will operate with an electric pump of 10 Hp which drives a lateral irrigation of 5 sprinklers, each of 20.27 G.P.M and radius of wetting of 19 m. The proposed main pipe is 110mm in diameter and the secondary pipe is 50mm. The football field will have seven irrigation positions, with the corresponding activation valve of 2 ", operating at 42 minute intervals. The irrigation sheet to be applied to the lawn will be 6.6 mm /day. The drainage design basically consists of installing a main and secondary piping system with fishbone design, the main lateral manifold will have a commercial diameter of 110 mm and secondary drains, diameters of 90 mm, to be spaced at 7 m . The slope to be established in the pipe network will be 2% on sandy soil, where the estimated infiltration rate is 20 mm/h. The type of grass to be introduced will be Bermuda Grass, which is tolerant to mechanical stress, low cut pruning, pests and diseases. In addition, it will providing an aesthetic and decorative aspect to the court, provide security and comfort to the players. The Bermuda Grass seed is usually planted at 30 to 40 grams per m². The budget of the proposed irrigation, drainage and lawn system was elaborated based on the price list of ARTERRIEGO and PLASTIGAMA companies. The total cost of the work was estimated at
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Palabras clave
DISEÑO, RIEGO, DRENAJE, GRAMADO