[en] The accurate modelling of urban flooding constitutes an integral part of flood risk assessment and management in residential and industrial areas. Interactions between drainage networks and surface runoff flows are commonly modelled based on weir/orifice equations; however, this approach has not been satisfactorily validated in unsteady flow conditions due to uncertainties in estimating the discharge coefficients and associated head losses. This study utilises experimental data of flow exchange between the sewer flow and the floodplain through a manhole without a lid to develop two alternate approaches that simulate this interaction and describe the associated exchange flow. A quasi-steady model links the exchange flow to the total head in the sewer pipe and the head losses in the sewer and the manhole, whilst a dynamic model takes also into account the evolution of the water level within the manhole at discrete time steps. The developed numerical models are subsequently validated against large-scale experimental data for unsteady sewer flow conditions, featuring variable exchange to the surface. Results confirmed that both models can accurately replicate experimental conditions, with improved performance when compared to existing methodologies based only on weir or orifice equations.
Research Center/Unit :
UEE - Urban and Environmental Engineering - ULiège
Disciplines :
Civil engineering
Author, co-author :
Kitsikoudis, Vasileios; University of Twente > Faculty of Engineering Technology > Water Engineering and Management
Erpicum, Sébastien ; Université de Liège - ULiège > Scientifiques attachés au Doyen (Sc.appliquées)
Rubinato, Matteo; Coventry University > Faculty of Engineering, Environment and Computing > School of Energy, Construction and Environment
Shucksmith, James D.; University of Sheffield > Department of Civil and Structural Engineering
Archambeau, Pierre ; Université de Liège - ULiège > Département ArGEnCo > HECE (Hydraulics in Environnemental and Civil Engineering)
Pirotton, Michel ; Université de Liège - ULiège > Département ArGEnCo > HECE (Hydraulics in Environnemental and Civil Engineering)
Dewals, Benjamin ; Université de Liège - ULiège > Département ArGEnCo > Hydraulics in Environmental and Civil Engineering
Language :
English
Title :
Exchange between drainage systems and surface flows during urban flooding: Quasi-steady and dynamic modelling in unsteady flow conditions
Arrault, A., Finaud-Guyot, P., Archambeau, P., Bruwier, M., Erpicum, S., Pirotton, M., Dewals, B., Hydrodynamics of long-duration urban floods: experiments and numerical modelling. Nat. Hazards Earth Syst. Sci. 16:6 (2016), 1413–1429.
Bazin, P.-H., Nakagawa, H., Kawaike, K., Paquier, A., Mignot, E., Modeling Flow Exchanges between a Street and an Underground Drainage Pipe during Urban Floods. J. Hydraul. Eng., 140(10), 2014, 04014051, 10.1061/(ASCE)HY.1943-7900.0000917.
Beg, M.N.A., Carvalho, R.F., Tait, S., Brevis, W., Rubinato, M., Schellart, A., Leandro, J., A comparative study of manhole hydraulics using stereoscopic PIV and different RANS models. Water Sci. Technol. 2017 (2018), 87–98.
Beg, M.d., Rubinato, M., Carvalho, R., Shucksmith, J., CFD Modelling of the Transport of Soluble Pollutants from Sewer Networks to Surface Flows during Urban Flood Events. Water, 12(9), 2020, 2514, 10.3390/w12092514.
Beven, K., A manifesto for the equifinality thesis. J. Hydrol. 320:1-2 (2006), 18–36.
Chen, A., S. Djordjević, J. Leandro, and D. Savić. 2007. The urban inundation model with bidirectional flow interaction between 2D overland surface and 1D sewer networks. Pages 465–472 Novatech.
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 Sci. Technol. 52:275–283.
Dong, B., Xia, J., Zhou, M., Deng, S., Ahmadian, R., Falconer, R.A., Experimental and numerical model studies on flash flood inundation processes over a typical urban street. Adv. Water Resour., 147, 2021, 103824, 10.1016/j.advwatres.2020.103824.
Dottori, F., Di Baldassarre, G., Todini, E., Detailed data is welcome, but with a pinch of salt: Accuracy, precision, and uncertainty in flood inundation modeling. Water Resour. Res. 49:9 (2013), 6079–6085.
Fraga, I., Cea, L., Puertas, J., Validation of a 1D–2D dual drainage model under unsteady part-full and surcharged sewer conditions. Urban Water J. 14:1 (2015), 74–84.
Gómez, M., Russo, B., Tellez-Alvarez, J., Experimental investigation to estimate the discharge coefficient of a grate inlet under surcharge conditions. Urban Water J. 16:2 (2019), 85–91.
Graber, S.D., Manifold Flow in Pressure-Distribution Systems. J. Pipeline Syst. Eng. Pract. 1:3 (2010), 120–126.
Hare, C.M., Magnitude of Hydraulic Losses at Junctions in Piped Drainage Systems. Institution of Engineers (Australia) Civ. Eng. Trans. CE 2 (1983), 71–77.
Idelchik, I. E. 2007. Handbook of Hydraulic Resistance. (A. S. Ginevskiy and A. V. Kolesnikov, Eds.), 4th edition. Begell House, translated by G. R. Malyavska.
Kemper, S., Schlenkhoff, A., Experimental study on the hydraulic capacity of grate inlets with supercritical surface flow conditions. Water Sci. Technol. 79 (2019), 1717–1726.
Leandro, J., Chen, A.S., Djordjević, S., Savić, D.A., Comparison of 1D/1D and 1D/2D Coupled (Sewer/Surface) Hydraulic Models for Urban Flood Simulation. J. Hydraul. Eng. 135:6 (2009), 495–504.
Lopes, P., Leandro, J., Carvalho, R.F., Páscoa, P., Martins, R., Numerical and experimental investigation of a gully under surcharge conditions. Urban Water J. 12:6 (2015), 468–476.
Machiels, O., Erpicum, S., Archambeau, P., Dewals, B., Pirotton, M., Theoretical and numerical analysis of the influence of the bottom friction formulation in free surface flow modelling. Water SA 37 (2011), 221–228.
Marsalek, J. 1985. Head Losses at Selected Sewer Manholes. American Public Works Association Special Report 52.
Martins, R., Kesserwani, G., Rubinato, M., Lee, S., Leandro, J., Djordjević, S., Shucksmith, J.D., Validation of 2D shock capturing flood models around a surcharging manhole. Urban Water J. 14:9 (2017), 892–899.
Martins, R., J. Leandro, and R. F. de Carvalho. 2014. Characterization of the hydraulic performance of a gully under drainage conditions. Water Sci. Technol. 69:2423–2430.
Martins, R., Rubinato, M., Kesserwani, G., Leandro, J., Djordjević, S., Shucksmith, J.D., On the Characteristics of Velocities Fields in the Vicinity of Manhole Inlet Grates During Flood Events. Water Resour. Res. 54:9 (2018), 6408–6422.
McMillan, H.K., Booker, D.J., Cattoën, C., Validation of a national hydrological model. J. Hydrol. 541 (2016), 800–815.
Moy de Vitry, M., Dicht, S., Leitão, J.P., floodX: urban flash flood experiments monitored with conventional and alternative sensors. Earth Syst. Sci. Data 9:2 (2017), 657–666.
Moy de Vitry, M., Leitão, J.P., The potential of proxy water level measurements for calibrating urban pluvial flood models. Water Res., 175, 2020, 115669, 10.1016/j.watres.2020.115669.
Noh, S.J., Lee, S., An, H., Kawaike, K., Nakagawa, H., Ensemble urban flood simulation in comparison with laboratory-scale experiments: Impact of interaction models for manhole, sewer pipe, and surface flow. Adv. Water Resour. 97 (2016), 25–37.
Pedersen, F.B., Mark, O., Head Losses in Storm Sewer Manholes: Submerged Jet Theory. J. Hydraul. Eng. 116:11 (1990), 1317–1328.
Rubinato, M., Physical scale modelling of urban flood systems. PhD Thesis, 2015, The University of Sheffield.
Rubinato, M., Lee, S., Martins, R., Shucksmith, J.D., Surface to sewer flow exchange through circular inlets during urban flood conditions. J. Hydroinf. 20 (2018), 564–576.
Rubinato, M., Martins, R., Kesserwani, G., Leandro, J., Djordjević, S., Shucksmith, J., Experimental calibration and validation of sewer/surface flow exchange equations in steady and unsteady flow conditions. J. Hydrol. 552 (2017), 421–432.
Rubinato, M., Martins, R., Shucksmith, J.D., Quantification of energy losses at a surcharging manhole. Urban Water J. 15:3 (2018), 234–241.
Rubinato, M., Nichols, A., Peng, Y., Zhang, J.-M., Lashford, C., Cai, Y.-P., Lin, P.-Z., Tait, S., Urban and river flooding: Comparison of flood risk management approaches in the UK and China and an assessment of future knowledge needs. Water Sci. Eng. 12:4 (2019), 274–283.
Schmitt, T., Thomas, M., Ettrich, N., Analysis and modeling of flooding in urban drainage systems. J. Hydrol. 299:3–4 (2004), 300–311.
Seyoum, S.D., Vojinovic, Z., Price, R.K., Weesakul, S., Coupled 1D and Noninertia 2D Flood Inundation Model for Simulation of Urban Flooding. J. Hydraul. Eng. 138:1 (2012), 23–34.
Tscheikner-Gratl, F., P. Zeisl, C. Kinzel, J. Leimgruber, T. Ertl, W. Rauch, and M. Kleidorfer. 2016. Lost in calibration: why people still do not calibrate their models, and why they still should – a case study from urban drainage modelling. Water Sci. Technol. 74:2337–2348.