Regl. 9452, art. 5.18

REFERENCIAS

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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
Regl. 9452, art. 5.18: REFERENCIAS | Justis AI