Abril, J.B. & Knight, D.W. (2004). Stage-discharge prediction for rives in flood applying a depth-averaged model. J. Hydraul. Res., 42(6),616–629.
Abbs, T.J., Kells, J.A. & Katopodis, C. (2007). A model study of the hydraulics related to fish passage through backwatered culverts. 18th Canadian Hydrotechnical Conference Challenges for Water Resources Engineering in a Changing World. Winnipeg, Manitoba, Canadian Society of Civil Engineers.
Akgiray, O. (2004). Simple formulae for velocity, depth of flow, and slope calculations in partially filled circular pipes. Environmental Engineering Sciences, 21(3), 371-385.
Azamathula, H.M.D., Ghani, A.Ab. & YenFei, S. (2011). ANFIS based approach for predicting sediment transport in clean sewer. Applied Soft Computing, 12, 1227-1230.
Azevedo, H.S., Morales, R.E., Franco, A.T., Junqueira, S.L. & Erthal, R.H. (2008). Numerical simulation of turbulent flow in corrugated pipes. 12th Brazilian Congress of Thermal Engineering and Sciences. Belo Horizonte, MG, Brazil, Proceedings of ENCIT.
Berlamont, J.E., Trouw, K. & Luyckx, G. (2003). Shear stress distribution in partially filled pipes. J. Hydraulic Engineering, 129(9), 697-705.
Camp, T.R. (1946). Design of sewers to facilitate flow. Sewage Works J., 18, 3–16.
Clark, S.P. & Kehler, N. (2011). Turbulent flow characteristics in circular corrugated culverts at mild slopes. J. Hydraulic Research, 49(5), 676-684.
Ebtehaj, I., Bonakdari, H. & Sharifi, A. (2014). Design criteria for sediment transport in sewers based on self-cleansing concept. Journal of Zhejiang University- Science A (Applied Physics & Engineering), 15(11), 914-924.
Ervine, D.A., Babaeyan-Koopaei, K. & Sellin, R.H.J. (2000). Two-dimensional solution for straight and meandering overbank flows. J. Hydraulic Engineering, 126(9), 653-669.
Escritt, L.B. (1984). Flow in sewers. In: Sewerage and Sewage Treatment—International Practice. New York: John Wiley & Sons.
Frenette, M. & Julien, P.Y. (1980). Rapport synthèse sur les caractéristiques hydro-physiques du bassin de la rivière Matamec. Rep. CENTREAU-80-06, Laval Univ., Québec, Canada, 283 p.
Funamizu, N., Yamashita, S. & Takakuwa, T. (1991). A uniform flow formula for the partially full flow in a circular pipe. Bulletin of Faculty of the Engineering Hokkaido University, 155, 1-9.
Guo, J., Mohebbi, A. Zhai, Y. & Clark, S.P. (2015). Turbulent velocity distribution with dip phenomenon in conic open channels. J. Hydraulic Research, 53, 73–82.
Hu, C., Ju, Z. & Guo, Q. (2010). Flow movement and sediment transport in compound channels. J. Hydraulic Research, 48(1), 23-32.
Hwang, H.K., Song, H.M. & Koo, D.H. (2005). Rehabilitation method for increasing flow velocity and reducing sedimentation. North American Society for Trenchless Technology (NASTT), USA.
Jiang, Y., Li, B. & Chen, J. (2016). Analysis of the velocity distribution in partially-filled circular pipe employing the principle of maximum entropy. PLoS One, 11(3), 1-17.
Katopodis, C. (1992). Introduction to fishway design. Central and Arctic Region, Department of Fisheries and Oceans. Winnipeg, Manitoba: Freshwater Institute.
Katopodis, C., Robinson, P.R. & Sutherland, B.G. (1978). A study of model and prototype culvert baffling for fish passage. Department of Fisheries and Environment. Winnipeg, Canada: Western Reg., Fisheries and Marine Service.
Kehler, N.J. (2009). Hydraulic characteristics of fully developed flow in circular culverts. Winnipeg, Manitoba, M.Sc. Thesis, University of Manitoba.
Knight, D.W. & Abril, J.B. (1996). Refined calibration of a depth-averaged model for turbulent flow in a compound channel. Proc. Instn Civ. Engrs. Water, Maritime & Energy, 118(3), 151-159.
Knight, D.W. & Sterling, M. (2000). Boundary shear in circular pipes running partially full. J. Hydraulic Engineering, 126(4), 263-275.
Lambert, M.F. & Sellin, R.H.J. (1996). Discharge prediction in straight compound channels using the mixing length concept. J. Hydraulic Research, 34, 381-394.
Magura, C.R. (2007). Velocity structure in an embedded corrugated steel pipe model: Challenges for Water Resources Engineering in a Changing World. Winnipeg, Manitoba: 18th Canadian Hydrotechnical Conference, 22-24.
McEnroe, B.M. & Malone, T.R. (2008). Hydraulic resistance of small-diameter helically corrugated metal pipes. Lawrence, KS, Kansas Department of Transportation.
Mohebbi, A. (2014). Turbulent circular culvert flow: Implications to fish passage design. PhD Dissertation, Department of Civil Engineering, University of Nebraska-Lincoln, 122p.
Mohebbi, A., Zhai, Y. & Kerenyi, K. (2010). Fish passage in large culverts with low flows. McLean, VA: Federal Highway Administration.
Morrison, R.R., Hotchkiss, R.H., Stone, M., Thurman, D. & Horner-Devine, A.R. 2009. Turbulence characteristics of flow in a spiral corrugated culvert fitted with baffles and implications for fish passage. Ecological Engineering, 35(3), 381-392.
Raths, C.W. & McCauley, R.R. (1962). Deposition in a sanitary sewer. Water and Sewage Works, 109(5), 192-197.
Replogle, J.A. & Chow, V.T. (1966). Tractive-force distribution in open channels. J. Hydraulic Devision, 92(2), 169-191.
Regueiro-Picallo, M., Naves, J., Jerónimo Puertas, J.A. & Suárez, J. (2016). Experimental and numerical analysis of egg-shaped sewer pipes flow performance. Water, 8, 1-9.
Rincon, G., La Motta, E. & McCorquodale, J.A. (2009). Discussion of "Tractive force design for sanitary sewer self-cleansing" by Merritt, L.V.B., J. Environmental Engineering, 138(4), 525-528.
Schall, J.D., Thompson, P.L., Zerges, S.M. & Kilgore, R.T. (2012). Hydraulic design of highway culverts: Hydraulic Design Series, Number 5. Federal Highway Administration.
Shiono, K. & Knight, D.W. (1991). Turbulent open-channel flows with variable depth across the channel. J. Fluid Mechanics, 222, 617-646.
Spooner, J. & Shiono, K. (2003). Modelling of meandering channels for overbank flow. Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering, 156(3), 225-233.
Sterling, M. & Knight, D.W. (2000). Resistance and boundary shear in circular conduits with flat beds running part full. Proc. Instn Civ. Engrs Water & Mar. Engng, 142(4), 229-240.
Straub, L. & Morris, H. (1950). Hydraulic data comparison of concrete and corrugated metal culvert pipes. Department of Civil Engineering. Minneapolis, Minnesota: University of Minnesota Centennial.
Wark, J.B., Samuels, P.G. & Ervine, D.A. (1990). A practical method of estimating velocity and discharge in compound channels. International Conference on River Flood Hydraulics, London, 163-172.
Yoon, J.-I., Sung, J. & Lee, M.H. (2012). Velocity profiles and friction coefficients in circular open channels. J. Hydraulic Research, 50(3), 1-8.
Zeghadnia, L., Robert, J.L. & Achour, B. (2019). Explicit solutions for turbulent flow friction factor: A review, assessment and approaches classification. Ain Shams Engineering Journal, 10(1), 243-252.
