REFERENCIAS

[1] NRCS, «Chapter 7 Hydrologic Soil Groups,» de National Engineering Handbook, Part 630 Hydrology, United States Departement of Agriculture, 2009, p. 13. [2] NRCS, «Chapter 9 Hydrologic Soil-Cover Complexes,» de National Engineering Handbook, Part 630 Hydrology, United States Department of Agriculture, 2004, p. 20. [3] NRCS, «Chapter 10 Estimation of Direct Runoff from Storm Rainfall,» de National Engineering Handbook, Part 630 Hydrology, United States Department of Agriculture, 2004, p. 79. [4] NRCS, «Chapter 15 Time of Concentration,» de National Engineering Handbook, Part 630 Hydrology, United States Deparment of Agriculture, 2010, p. 29. [5] NRCS, «Chapter 16 Hydrographs,» de National Engineering Handbook, Part 630 Hydrology, United States Department of Agriculture, 2007, p. 50. [6] G. M. Bonnin, D. Martin, L. Bingshang, P. Tye, Y. Michael y R. David, <<Precipitation- Frequency Atlas of the United States Puerto Rico and the U.S. Virgin Islands,» NOAA, Silver Spring, MD, 2006 (revised 2008). [7] Silva-Araya, W.F. y Rivera-Santos, J., Guías para la Elaboración de Estudios Hidrológicos/Hidráulicos en Puerto Rico, San Juan, PR: Junta de Planificación de Puerto Rico, 2016. [8] NRCS, «Urban Hydrology for Small Watersheds (TR-55),» United State Department of Agriculture, Washington, DC, 1986. [9] U.S. Weather Bureau, «Generalized Estimates of Probable Maximum Precipitation and RainfallFrequency Data for Puerto Rico and Virgin Islands,» U.S. Weather Bureau, Washington, DC, 1961. [10] NOAA, «ATLAS 14 POINT PRECIPITATION FREQUENCY ESTIMATES,» NOAA's National Weather Service Hydrometeorological Design Studies Center, 2016. [En línea]. Available: https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_map_pr.html. [Último acceso: April 2021]. [11] D. A. Chin, Water-Resources Engineering, 4th ed., Upper Saddle River, NJ: Pearson, 2021. [12] DRNA, «Plan Integral de Recursos de Agua de Puerto Rico,» DRNA, San Juan, PR, 2016. [13] Naciones Unidas, <<Convención Marco de las Naciones Unidas sobre el Cambio Climático (CMNUCC),» NU, 1992. [14] L. Rossman, «SWMM-CAT Users's Guide,» U.S Environmental Protection Agency, Office of Research and Development, National Risk Management Research Laboratory, Ohio, 2014. REGLAMENTO PARA EL DISEÑO, CRITERIOS DE OPERACIÓN Y MANTENIMIENTO DE 3-11 SISTEMAS DE ALCANTARILLADOS PLUVIALES EN PUERTO RICO, 2022 [15] R.A. Wurbs y W. P. James, Water Resources Engineering, Upper Saddle River, NJ: Prentice Hall, 2002. [16] ASCE, «ASCE standard, ANSI/ASCE/EWRI, 45-16, 46-16, 47-16 : standard guidelines for the design of urban stormwater systems.,» ASCE, Reston, VA, 2017. [17] ASCE, «Design and Construction of Urban Stormwater Management Systems,» American Society of Civil Engineers, NY, 1992. [18] R. H. McCuen y J. M. Spiess, <<Assessment of Kinematic Wave Time of Concentration,» Journal of Hydraulic Engineering, vol. 121, n° 3, pp. 256-266, 1995. [19] USDA Natural Resources Conservation Service, ««Chapter 2 Estimating Runoff Volume and Peak Discharge» de National Engineering Handbook, Part 630 Hydrology,» United States Department of Agriculture, Washington DC, 2021. REGLAMENTO PARA EL DISEÑO, CRITERIOS DE OPERACIÓN Y MANTENIMIENTO DE I 3-12 SISTEMAS DE ALCANTARILLADOS PLUVIALES EN PUERTO RICO, 2022