Effect of surcharge on gully-manhole flow

Albertson, 1950, Diffusion of submerged jets, Am. Soc. Civ. Eng., 115, 639, 10.1061/TACEAT.0006302

ANSYS Inc, 2013

ANSYS Ins, 2009. ANSYS Fluent 12.0 User ’s Guide. http://dx.doi.org/10.1111/j.1600-0447.2011.01711.x.

Arao, S., Kusuda, T., 1999. Effects of pipe bending angle on energy losses at two-way circular drop manholes. In: 8th International Conference on Urban Storm Drainage. 8th International Conference on Urban Storm Drainage, Sydney, Australia. pp. 2163–2168.

Arao, 2012, Energy losses at three-way circular drop manholes under surcharged conditions, Water Sci. Technol., 66, 45, 10.2166/wst.2012.164

Asztely, M., 1995. Literature Review od Energy Losses in a Manhole. Goteborg.

Beg, 2016, Numerical investigation of the flow field inside a manhole-pipe drainage system, 1

Beg, 2016, Investigation of the flow field inside a drainage system: gully – pipe – manhole, 1

Bennett, 2012

Carvalho, 2012, Hydraulic characteristics of a drop square manhole with a downstream control gate, J. Irrig. Drain. Eng., 138, 569, 10.1061/(ASCE)IR.1943-4774.0000437

Carvalho, 2008, Numerical computation of the flow in hydraulic jump stilling basins, J. Hydraul. Res., 46, 739, 10.1080/00221686.2008.9521919

Carvalho, 2011, Numerical research of the inflow into different gullies outlets, CCWI Urban Water Manage. Chall. Oppor. Exet. Sept., 2011, 2

Carvalho, R., Páscoa, P., Leandro, J., Abreu, J., Lopes, P., Quinteiro, R., Lima, L.M.P.L., 2013. Experimental investigation of the linking element gully – drop manhole. In: Proceedings of 35th IAHR World Congress 2013. 35th IAHR World Congress 2013.

Celik, 2008, Procedure for estimation and reporting of uncertainty due to discretization in CFD applications, J. Fluids Eng., 130, 78001, 10.1115/1.2960953

Chanson, 2004, Hydraulics of rectangular dropshafts, J. Irrig. Drain. Eng., 130, 523, 10.1061/(ASCE)0733-9437(2004)130:6(523)

Djordjević, 2004, Simulation of transcritical flow in pipe/channel networks, J. Hydraul. Eng., 130, 1167, 10.1061/(ASCE)0733-9429(2004)130:12(1167)

Djordjević, 2005, SIPSON – simulation of interaction between pipe flow and surface overland flow in networks, Water Sci. Technol., 52, 275, 10.2166/wst.2005.0143

Ghoma, 2011

Gómez, 2009, Hydraulic efficiency of continuous transverse grates for paved areas, J. Irrig. Drain. Eng., 135, 225, 10.1061/(ASCE)0733-9437(2009)135:2(225)

Greenshields, C.J., 2015. OpenFOAM User Guide.

Guymer, 2005, Diameter and surcharge effects on solute transport across surcharged manholes, J. Hydraul. Eng., 131, 312, 10.1061/(ASCE)0733-9429(2005)131:4(312)

Howarth, 1984, Energy loss coefficients at manholes, 127

Lau, 2008

Lau, 2007, The prediction of solute transport in surcharged manholes using CFD, Water Sci. Technol., 55, 57, 10.2166/wst.2007.095

Leandro, 2016, A methodology for linking 2D overland flow models with the sewer network model SWMM 5.1 based on dynamic link libraries, Water Sci. Technol., 73, 1, 10.2166/wst.2016.171

Leandro, J., Abreu, J., de Lima, J.L.M.P., 2009. Laboratory set-up to validate a dual drainage concept numerical model. In: 8th International Conference on Urban Drainage Modelling. Tokyo, Japan. pp. 1–7.

Leandro, 2009, Comparison of 1D/1D and 1D/2D Coupled (Sewer/Surface) Hydraulic Models for Urban Flood Simulation, J. Hydraul. Eng., 135, 495, 10.1061/(ASCE)HY.1943-7900.0000037

Lindval, 1984, Head losses at surcharged manholes with a main pipe and a 90° lateral, 137

Lopes, 2015, Numerical and experimental investigation of a gully under surcharge conditions, Urban Water J., 12, 468, 10.1080/1573062X.2013.831916

Lopes, 2016, Assessment of a VOF model ability to reproduce the efficiency of a continuous transverse gully with grate, J. Irrig. Drain. Eng. (in production)., 10.1061/(ASCE)IR.1943-4774.0001058

Martins, 2014, Characterization of the hydraulic performance of a gully under drainage conditions, Water Sci. Technol., 69, 2423, 10.2166/wst.2014.168

Noh, 2016, 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, 25, 10.1016/j.advwatres.2016.08.015

Pedersen, 1990, Head losses in sewer manholes: submerged jet theory, J. Hydraul. Eng., 116, 1317, 10.1061/(ASCE)0733-9429(1990)116:11(1317)

Romagnoli, 2013, Turbulence characterization in a gully with reverse flow, J. Hydraul. Eng., 139, 736, 10.1061/(ASCE)HY.1943-7900.0000737

Rusche, 2002

Stovin, V.R., Guymer, I., Lau, S.D., 2008. Approaches to validating a 3D CFD manhole model. In: 11th Int. Conf. Urban Drain. 1–10.

Stovin, 2013, Absence of a hydraulic threshold in small-diameter surcharged manholes, ASCE J. Hydraul. Eng., 139, 984, 10.1061/(ASCE)HY.1943-7900.0000758

Weller, H.G., 2002. Derivation modelling and solution of the conditionally averaged two-phase flow equations, Technical Report TR/HGW/02, Nabla Ltd.

Yakhot, V., Thangam, S., B.Gatski, T., Orszag, S.A., Speziale, C.G., 1992. Development of Turbulence Models for Shear Flows by a Double Expansion technique., NASA Contractor Report 187611, ICASE Report No. 91–65. Hampton, Virginia. http://dx.doi.org/10.1017/CBO9781107415324.004.