Regl. 9452, art. 4.10
REFERENCIAS
Length: 172 wordsOfficial source
Cite as Reglamento Núm. 9452, Art. 4.10
[1] Urban Drainage and Flood Control District, Urban Storm Drainage Criteria Manual: Volume 1
Management, Hydrology, and Hydraulics, Denver: Urban Drainage and Flood Control District,
2016.
[2] Ayres Associates Inc, Urban Drainage Design Manual, HEC 22, 3rd Ed, Fort Collins,
Colorado.: Federal Highway Administration, 2013.
[3] J. Guo, «Decay Based Clogging Factor for Curb Inlet Design,» ASCE Journal of Hydraulic
Engineering, vol. 132, n° 11, pp. 1237-1241, 2006.
[4] NRCS, «Chapter 16 Hydrographs,» de National Engineering Handbook, Part 630 Hydrology,
United States Department of Agriculture, 2007, p. 50.
[5] C.F. Izzard, «Hydraulics of Runoff from Developed Surfaces,» de Proc. Highway Research
Board, Washington DC, 1946.
[6] L. Xioaming y G. C. Y. G. J. W. a. J. L. Xing F., «Evaluating Curb Inlet Efficiency for Urban
Drainage and Road Bioretention Facilities,» Water, p. 18, 2019.
[7] Haestad Methods and Durrans S.R., Stormwater Conveyance Modeling and Design 5th Ed.,
Exton, PA.: Haestad Press, 2007.
REGLAMENTO PARA EL DISEÑO, CRITERIOS DE OPERACIÓN Y MANTENIMIENTO DE
4-8
SISTEMAS DE ALCANTARILLADOS PLUVIALES EN PUERTO RICO, 2022