Regl. 9452, art. 5.18
REFERENCIAS
Length: 261 wordsOfficial source
Cite as Reglamento Núm. 9452, Art. 5.18
[1] American Concrete Pipe Association, Concrete Pipe Design Manual, 2011.
[2] ASCE, «Design and Construction of Urban Stormwater Management Systems,» American
Society of Civil Engineers, NY, 1992.
[3] S. Brown, J. Schall, J. Morris, C. Doherty, S. Stein y J. Warner, «Urban Drainage Design
Manual, HEC-22,» FHWA, Washington, DC, 2013.
[4] D. A. Chin, Water-Resources Engineering, 3rd ed., Upper Saddle River, NJ: Pearson
Education, 2013.
[5] R.S. Gupta, Hydrology and Hydraulic Systems, 4th ed., Long Grove, IL: Waveland Press,
2017.
[6] L. W. Mays, Hydraulic Design Handbook, NY: McGraw Hill, 1999.
[7] V.T. Chow, Open Channel Hydraulics, NY: McGraw Hill, 1959.
[8] P.L. Thompson y R. T. Kilgore, Hydraulic Design of Energy Dissipators for Culverts and
Channels, HEC-14, 3rd ed., FHWA, 2006.
[9] P.N. Smith y M. E. South, Highway Stormwater Pump Station Design, HEC-24, Washington,
DC: FHWA, 2001.
[10] J. B. Rishel, Water Pumps and Pumping Systems, New York: McGraw Hill, 2002.
[11] Autoridad de Acueductos y Alcantarillados de Puerto Rico, Reglamento de Normas de
Diseño, San Juan, PR, 1984.
[12] The Urban Resources Research Council and the Water Environment Federation, Design and
Construction of Urban Stormwater Management Systems, Alexandria, VA: Water
Environment Federation/American Society of Civil Engineers, 1992.
[13] N. Houghtalen, R. J. Akan y A. O. Hwang, Fundamentals of Hydraulic Engineering Systems,
Prentice Hall, 2016.
[14] S. Offor y U. Alabi, «An Accurate and Computationally Efficient Explicit Friction Factor
Model,,» Adv. Chem. Eng. Sci., vol. 6, pp. 237-245, 2016.
REGLAMENTO PARA EL DISEÑO, CRITERIOS DE OPERACIÓN Y MANTENIMIENTO DE
|5-11
SISTEMAS DE ALCANTARILLADOS PLUVIALES EN PUERTO RICO, 2022