[
Ahadi, M., Bergstrom, D.J., Mazurek, K.A., 2020. Computational fluid-dynamics modelling of the flow and sediment transport in stormwater retention ponds: A review. Journal of Environmental Engineering, ASCE, 146, 9, 03120008.10.1061/(ASCE)EE.1943-7870.0001784
]Search in Google Scholar
[
Aryanfar, A., Bejestan, M.S., Khosrojerdi, A., Badazadeh, H., 2014. Laboratory investigation on changes in the angles of the invert traps in order to increase the trapping. Journal of Ecology, Environment and Conservation, 20, 2, 439–449.
]Search in Google Scholar
[
Brackbill, J.U., Kothe, D.B., Zemach, C., 1992. A continuum method for modeling surface tension. J. Comput. Phys., 100, 335–354.10.1016/0021-9991(92)90240-Y
]Search in Google Scholar
[
Buxton, A., Tait, S., Stovin, V., Saul, A., 2002. Developments in a methodology for the design of engineered invert traps in combined sewer systems. Water Sci. & Tech., 45, 7, 133–142.10.2166/wst.2002.0125
]Search in Google Scholar
[
Cauchy, A., 1841. C.R. Acad. Sci., Paris, 13, 1060.
]Search in Google Scholar
[
Chebbo, G., Laplace, D., Bachoc, A., Sanchez, Y., Guennec, B. L., 1996. Technical solutions envisaged in managing solids in combined sewer networks. J. Wat. Sci. & Tech., 33, 9, 237–244.10.2166/wst.1996.0220
]Search in Google Scholar
[
Cheng, N.S., 1997. A simplified settling velocity formula for sediment particle. Journal of Hydraulic Engineering, ASCE, 123, 2, 149–152.10.1061/(ASCE)0733-9429(1997)123:2(149)
]Search in Google Scholar
[
Corn, M., 1963. Orientation of dust particles during and after settling in water. The Annals of Occupational Hygiene, 6, 4, 251–266.
]Search in Google Scholar
[
Dukov, I., Taneva, D., 2016. Determination of the particle shape factor using Cauchy’s theorem and image analysis. In: Proc. XXI Scientific Conf. FPEPM, 2, pp. 60–63, Sozopol.
]Search in Google Scholar
[
Faram, M.G., Harwood, R., 2000. CFD for the water industry: The role of CFD as a tool for the development of wastewater treatment systems. Fluent User’s Seminar 2000, Sheffield, UK, Paper 1–1.
]Search in Google Scholar
[
Fluent, 2020. Theory guide. Release 2020 R1, ANSYS, Inc., Southpointe, 2600 ANSYS Drive, Canonsburg, PA, USA.
]Search in Google Scholar
[
Gans, R., 1928. Ann. Phys., 86, 654, 1911 Sitz, Akad. Wiss. Munchen, 191.
]Search in Google Scholar
[
Gardner, W.D., 1985. The effect of tilt on sediment traps efficiency. Deep-Sea Research, 32, 3, 349–361.10.1016/0198-0149(85)90083-4
]Search in Google Scholar
[
Guo, J., 2002. Logarithmic matching and its applications in computational hydraulics and sediment transport. Journal of Hydraulic Research, 40, 5, 555–565.10.1080/00221680209499900
]Search in Google Scholar
[
Haider, A., Levenspiel, O., 1989. Drag coefficient and terminal velocity of spherical and nonspherical particles. Powder Technology, 58, 1, 63–70.10.1016/0032-5910(89)80008-7
]Search in Google Scholar
[
Hargrave, B.T., Burns, N.M., 1979. Assessment of sediment trap collection efficiency. Limnology and Oceanography, 24, 1124–1135.10.4319/lo.1979.24.6.1124
]Search in Google Scholar
[
Hawley, N., 1988. Flow in cylindrical sediment traps. Journal of Great Lakes Research, 14, 1, 76–88.10.1016/S0380-1330(88)71534-8
]Search in Google Scholar
[
Hirt, C.W., Nichols, B.D., 1981. Volume of fluid methods for the dynamics of free boundaries. J. Comput. Phys., 39, 1, 201–225.10.1016/0021-9991(81)90145-5
]Search in Google Scholar
[
Kaushal, D.R., Thinglas, T., Tomita, Y., Kuchii, S., Tsukamoto, H., 2012. Experimental investigation on optimization of invert trap configuration for sewer solid management. Powder Technology, 1, 14, 215–216.10.1016/j.powtec.2011.08.029
]Search in Google Scholar
[
Menter, F.R., 1994. Two-equation eddy-viscosity turbulence models for engineering applications. AIAA J., 32, 8, 1598–1605.10.2514/3.12149
]Search in Google Scholar
[
Mohsin, M., Kaushal, D.R., 2015. A 2D-CFD (VOF model) analysis of invert trap for bed load removal in an open rectangular sewer drain. Particulate Science and Technology, 35, 1, 54–66.10.1080/02726351.2015.1131786
]Search in Google Scholar
[
Mohsin, M., Kaushal, D.R., 2017. Three-dimensional computational fluid dynamics (volume of fluid) modelling coupled with a stochastic discrete phase model for the performance analysis of an invert trap experimentally validated using field sewer solids. Particuology, 33, 98–111.10.1016/j.partic.2016.09.010
]Search in Google Scholar
[
Mohsin, M., Kaushal, D.R., 2016a. 3D CFD validation of invert trap efficiency for sewer solid management using VOF model. Water Science and Engineering, 9, 2, 106–114.10.1016/j.wse.2016.06.006
]Search in Google Scholar
[
Mohsin, M., Kaushal, D.R., 2016b. Experimental and CFD analyses using two-dimensional and three-dimensional models for invert traps in open rectangular sewer channels. Journal of Irrigation and Drainage Engineering, ASCE, 143, 5.10.1061/(ASCE)IR.1943-4774.0001142
]Search in Google Scholar
[
Morsi, S.A., Alexander, A.J., 1972. An investigation of particle trajectories in two-phase flow systems. J. Fluid Mech., 55, 2, 193–208.10.1017/S0022112072001806
]Search in Google Scholar
[
Poreh, M., Abraham, S., Seqiner, I., 1970. Sediment sampling efficiency of slots. J. of Hyd. Eng., ASCE, 96. 10, 2065–2078.10.1061/JYCEAJ.0002729
]Search in Google Scholar
[
Raudkivi, A.J., 1990. Loose Boundary Hydraulics. 3rd Ed. Pergamon Press, Oxford.
]Search in Google Scholar
[
Schmitt, F., Milisic, V., Bertrand-Krajewski, J.-L., Laplace, D., Chebbo, G., 1999. Numerical modelling of bed load sediment traps in sewer systems by density currents. Water Sci. & Tech., 39, 9, 153–160.10.2166/wst.1999.0465
]Search in Google Scholar
[
Shih, T.H., Liou, W.W., Shabbir, A., Yang, Z., Zhu, J., 1995. A new - eddy-viscosity model for high Reynolds number turbulent flows - Model development and validation. Computers Fluids, 24, 3, 227–238.10.1016/0045-7930(94)00032-T
]Search in Google Scholar
[
Stovin, V.R., Saul, A.J., 1998. A computational fluid dynamics (CFD) particle tracking approach to efficiency prediction. J. Wat. Sci. & Tech., 37, 1, 285–293.10.2166/wst.1998.0067
]Search in Google Scholar
[
Thinglas, T., Kaushal, D.R., 2008a. Comparison of two and three-dimensional modelling of invert trap for sewer solid management. Particuology, 6, 176–184.10.1016/j.partic.2007.12.003
]Search in Google Scholar
[
Thinglas, T., Kaushal, D.R., 2008b. Three-dimensional CFD modelling for optimization of invert trap configuration to be used in sewer solids management. J. Particulate Sci. & Tech., 26, 507–519.10.1080/02726350802367951
]Search in Google Scholar
[
Wadell, H., 1932. Volume, shape and roundness of rock particles. The Journal of Geology, 40, 5, 443–451.10.1086/623964
]Search in Google Scholar
[
Zhiyao, S., Tingting, W., Fumin, X., Ruijie, L., 2008. A simple formula for predicting settling velocity of sediment particles. Water Science and Engineering, 1, 37–43.10.1016/S1674-2370(15)30017-X
]Search in Google Scholar
[
Zhu, L.J., Cheng, N.S., 1993. Settlement of sediment particles. River and Harbor Engineering Department, Nanjing Hydraulic Research Institute, Nanjing, China.
]Search in Google Scholar
