Discharge coefficients for specific grated inlets. Influence of the Froude number

References

• Balmforth, D., C. Digman, R. Kellagher, and B. David. 2006. Designing for Exceedance in Urban Drainage: Good Practice. London: CIRIA, Ed.
   Google Scholar
• Braud, I., P. Breil, F. Thollet, M. Lagouy, F. Branger, C. Jacqueminet, … K. Michel. 2013. “Evidence of the Impact of Urbanization on the Hydrological Regime of a Medium-sized Periurban Catchment in France.” Journal of Hydrology 485: 5–23. doi:10.1016/j.jhydrol.2012.04.049.
   Web of Science ®Google Scholar
• Chen, A. S., S. Djordjević, J. Leandro, and D. A. Savić. 2007. “The Urban Inundation Model with Bidirectional Flow Interaction between 2D Overland Surface and 1D Sewer Networks.” Novatech 2007: 465–472. doi:org/2042/25250.
   Google Scholar
• Coutinho de Lencastre, A. 1998. Manual de Ingeniería Hidráulica. Translated by Camilo Robles García. Navarra, Spain: Universidad Pública de Navarra/Nafarroako Unibertsitate Publikoa.
   Google Scholar
• Denver Storm Drainage Criteria Manual. 2006. Storm Drainage Design and Technical Criteria. from Department of Public Works Wastewater Management Division Engineering Division, Denver, United States of America.
   Google Scholar
• Djordjevic, S., D. Prodanovic, C. Maksimovic, M. Ivetic, and D. Savic. 2005. “SIPSON-Simulation of Interaction between Pipe Flow and Surface Overland Flow in Networks.” Water Science and Technology 52 (5): 275–283.
   PubMed Web of Science ®Google Scholar
• Fletcher, T. D., H. Andrieu, and P. Hamel. 2013. “Understanding, Management and Modelling of Urban Hydrology and Its Consequences for Receiving Waters: A State of the Art.” Advances in Water Resources 51: 261–279. doi:10.1016/j.advwatres.2012.09.001.
   Web of Science ®Google Scholar
• Gómez, M., and B. Russo. 2005. “Comparative Study of Methodologies Determine Inlet Efficiency from Test Data. HEC-12 Methodology Vs UPC Method.” Water Resources Management, Algarve, Portugal. 80: 623–632. doi:10.2495/WRM050621.
   Google Scholar
• Gómez, M., and B. Russo. 2011a. “Methodology to Estimate Hydraulic Efficiency of Drain Inlets.” Water Management 164 (2): 81–90. doi:10.1680/wama.900070.
   Google Scholar
• Gómez, M., F. Macchione, and B. Russo. 2009. “Hydraulic Behavior of Urban Streets during Storm Events.” Ingenieria Hidraulica en Mexico 24: 51–62. ISBN: 0186-4076.
   Google Scholar
• Gómez, M., F. Macchione, and B. Russo. 2011. “Methodologies to Study the Surface Hydraulic Behaviour of Urban Catchments during Storm Events.” Water Science and Technology 63 (11): 2666–2673. doi:10.2166/wst.2011.174.
   PubMed Web of Science ®Google Scholar
• Gómez, M., Recasens, J., Russo, B., and E. Martínez-Gomariz. 2016. “Assessment of inlet efficiency through a 3D simulation: Numerical and experimental comparison.„ Water Science and Technology 74(8): 1926–1935. doi:10.2166/wst.2016.326
   Google Scholar
• Huang, H., S. Cheng, J. Wen, and J. Lee. 2008. “Effect of Growing Watershed Imperviousness on Hydrograph Parameters and Peak Discharge.” Hydrological Processes 22: 2075–2085.
   Web of Science ®Google Scholar
• Infoworks ICM. 2018. HR Wallingford. Retrieved from: https://www.innovyze.com/en-us/products/infoworks-icm
   Google Scholar
• Innovize. 2019. “InfoWorks ICM (Integrated Catchment Modeling) V.10. User Manual References.” https://www.innovyze.com/en-us/news-insights/infoworks-icm-100-released-by-innovyze
   Google Scholar
• Kawanishi, K., A. Kaneko, M. Razaz, and T. Abe. 2009. “Measurement of Cross-Sectional Average Velocity in a Shallow Tidal River with a Next-GenerationAcoustic Velocity Meter.” In Advances in Water Resources and Hydraulic Engineering. Berlin, Heidelberg: Springer.
   Google Scholar
• Kemper, S., and A. Schlenkhoff. 2019. “Experimental Study on the Hydraulic Capacity of Grate Inlets with Supercritical Surface Flow Conditions.” Water Science and Technology. 79 (9): 1717–1726. doi:10.2166/wst.2019.171.
   PubMed Web of Science ®Google Scholar
• Leandro, J., Schumann, A., and A. Pfister. 2016. “A step towards considering the spatial heterogeneity of urban key features in urban hydrology flood modelling.„ Journal of Hydrology 535: 356–365. doi:doi:10.1016/ j.jhydrol.2016.01.060 535
   Google Scholar
• Ministry of Water, Land and Natural Resources, Department of Irrigation and Drainage. 2018. “Urban Stormwater Management Manual For Malaysia (Manual Saliran Mesra Alam)-MSMA.” https://www.water.gov.my/index.php/pages/view/579?mid=269
   Google Scholar
• Mostkow, M. A. 1957. “Sur le calcul des grilles de prise d’eau (Theoretical study of bottom type water intake)”. Houille Blanche 4: 570-580.
   Google Scholar
• Mustaffa, Z., N. Rajaratnam, and D. Z. Zhu. 2006. “An Experimental Study of Flow into Orificies and Grating Inlets on Streets.” Canadian Journal of Civil Engineering (NRC Research Press 33 (7): 837.
   Web of Science ®Google Scholar
• Neehah Foundry. 2018. Manual of Engineering Tools & Calculations. United States of America. Retrieved from: https://www.nfco.com/engineering-tools-calculators/
   Google Scholar
• Rubinato, M., R. Martins, G. Kesserwani, J. Leandro, S. Djordjević, and J. Shucksmith. 2017. “Experimental Calibration and Validation of Sewer/surface Flow Exchange Equations in Steady and Unsteady Flow Conditions.” Journal of Hydrology 552: 421–432. doi:10.1016/j.jhydrol.2017.06.024.
   Web of Science ®Google Scholar
• Rubinato, M., S. Lee, R. Martins, and J. Shucksmith. 2018. “Surface to Sewer Flow Exchange through Circular Inlets during Urban Flood Conditions.” Journal of Hydroinformatics 20 (3): 564–576.
   Web of Science ®Google Scholar
• Russo, B., D. Sunyer, M. Velasco, and S. Djordjevíc. 2015. “Analysis of Extreme Flooding Events through a Calibrated 1D/2D Coupled Model: The Case of Barcelona (Spain).” Journal of Hydroinformatics.IWA Publishing 17 (3): 473–491. doi:10.2166/hydro.2014.063.
   Web of Science ®Google Scholar
• Russo, B., M. Gómez, and F. Macchione. 2013a. “Pedestrian Hazard Criteria for Flooded Urban Areas.” Natural Hazards 69: 251–265. doi:10.1007/s11069-013-0702-2.
   Web of Science ®Google Scholar
• Russo, B., M. Gómez, and J. Tellez. 2013b. “Methodology to Estimate the Hydraulic Efficiency of Nontested Continuous Transverse Grates.” Journal of Irrigation and Drainage Engineering 139 (10): 864–871. doi:10.1061/(ASCE)IR.1943-4774.0000625.
   Web of Science ®Google Scholar
• Simmons, D. L., and R. J. Reynolds. 1982. “Effects of Urbanization on Base Flow of Selected South‐Shore Streams, Long Island, New York.” JAWRA Journal of the American Water Resources Association 18 (5): 797–805. doi:10.1111/j.1752-1688.1982.tb00075.
   Google Scholar
• SSCAFCA (Southern Sandoval County Arroyo Flood Control Authority). 2018. “Development Process Manual, Hydraulic Design.” https://www.sscafca.org/development-process-manual/
   Google Scholar
• Subramanya, K., and D. Sengupta. 1981. “Flow through Bottom Racks.” Indian Journal of Technology 19: 64–67.
   Google Scholar
• Tellez-Alvarez, J., M. Gómez, B. Russo, and J. M. Redondo. 2019. “Using Surface Flow Image Velocimetry to Analyse Flow Approaching Grated Inlets.” In Proceedings of the Institution of Civil Engineers – Water Management. https://www.icevirtuallibrary.com/doi/10.1680/jwama.18.00103.
   Google Scholar
• Tsang-Jung, C., W. Chia-Ho, A. Chen, and S. Djordjevic. 2018. “The Effect of Inclusion of Inlets in Dual Drainage Modelling.” Journal of Hydrology 559: 541–555. doi:10.1016/j.jhydrol.2018.01.066.
   Web of Science ®Google Scholar
• TxDOT (Texas Department of Transportation). 2018. “Hydraulic Design Manual.” http://onlinemanuals.txdot.gov/txdotmanuals/hyd/manual_notice.htm
   Google Scholar