References
- De Marchis, M., and Napoli, E. (2008). “The effect of geometrical parameters on the discharge capacity of meandering compound channels.” Adv. Water Res., 31(12), 1662–1673. doi:https://doi.org/10.1016/j.advwatres.2008.07.014.
- Defra/Ea. (2003a). Reducing uncertainty in river flood conveyance, InterimReport2: Review of methods for estimating conveyance, Project W5A- 057, HR Wallingford Ltd., UK.
- Defra/Ea. (2003b). Reducing uncertainty in river flood conveyance, roughness review, Project W5A- 057, HR Wallingford Ltd., United Kingdom
- Ervine, D.A., Koopaei, K.B., and Sellin, R.H.J. (2000). “Two dimensional solution for straight and meandering over-bank flows.” J. Hydraul. Eng., 126(9), 653–669. ASCE. doi:https://doi.org/10.1061/(ASCE)0733-9429(2000)126:9(653).
- Ervine, D.A., Willetts, B.B., Sellin, R.H.J., and Lorena, M. (1993). “Factors affecting conveyance in meandering compound flows.” J. Hydraul. Eng., 119(12), 383–1399. ASCE. doi:https://doi.org/10.1061/(ASCE)0733-9429(1993)119:12(1383).
- Greenhill, R.K., and Sellin, R.H.J. (1993). “Development of a simple method to predict discharge in compound meandering channels.” Proc. Inst. Civ.Eng. Water Marit. Energy, 101, 37–44. doi:https://doi.org/10.1680/iwtme.1993.22986.
- James, C.S., and Wark, J.B. (1992). Conveyance estimation for meandering channels. Rep. SR 329, HR Wallingford, Wallingford, U.K. Dec.
- Khatua, K.K. (2008). “Interaction of flow and estimation of discharge in two stage meandering compound channels.” Doctoral Thesis, National Institute of Technology Rourkela, India.
- Khatua, K.K., and Patra, K.C. (2007). “Boundary shear stress distribution in compound open channel flow.” ISH J. Hydraul. Eng., 13(3), 39–54. doi:https://doi.org/10.1080/09715010.2007.10514882.
- Knight, D.W. [Ed] (1992). SERC flood channel facility experimental data Phase A’. Vols 1–15. SR Report No. 314, HR Wallingford, Oxon, UK.
- Knight, D.W. (2005). “River flood hydraulics: Theoretical issues and stage discharge relationships.” River basin modeling for flood risk mitigation Vol. 616, Knight and Shamseldin, eds., Taylor and Francis/Balkema, The Netherlands, 301–334.
- Knight, D.W., and Hamed, M.E. (1984). “Boundary shear in symmetrical compound channels.” J. Hydraul. Eng., 110(10), 1412–1430. ASCE. doi:https://doi.org/10.1061/(ASCE)0733-9429(1984)110:10(1412).
- Knight, D.W., and Shamseldin, A.Y. (2005). River basin modeling for flood risk mitigation, Taylor and Francis, London, UK, 301–334.
- Knight, D.W., Yuan, Y.M., and Fares, Y.R. (1992). “Boundary shear in meandering channels.” Proceedings of the institution symposium on Hydraulic research in nature and laboratory, Wuhan, China, Sept., Paper No.11017, Vol. 118, 151–159. doi:https://doi.org/10.1016/0378-1119(92)90266-r.
- Liu, C., Shan, Y., Liu, X., and Yang, K. (2016). “Method for assessing discharge in meandering compound channels.” Proc. Inst. Civil Eng. Water Manage., 169(WM1), 17–29. doi:https://doi.org/10.1680/wama.14.00131.
- Mc Gahey, C., Samuels, P.G., and Knight, D.W. (2006). “A practical approach to estimating the flow capacity of rivers – Application and analysis.” River flow 2006, Vol. 1, CRC Press, Lisbon, Portugal, 303–312. September.
- Mc Gahey, C., Samuels, P.G., Knight, D.W., and O’Hare, M.T. (2008). “Estimating river flow capacity in practice.” J. Flood Risk Manage., 1, 23–33. CIWEM. doi:https://doi.org/10.1111/j.1753-318X.2008.00004.x.
- Mc Keogh, E.J., and Kiley, G.K. (1989). “Experimental study of mechanism of flood flow in meandering channels.” Proceeding of 23rd IAHR congress, IAHR, Ottawa, Canada, Vol. B, 491–498.
- Mohanty, P.K. (2014) “Flow analysis of compound channels with wide flood plains.” Doctoral Thesis, NIT, Rourkela, India.
- Myers, W.R.C. (1987). “Velocity and discharge in compound channels.” J. Hydraul. Eng., 113(6), 753–766. ASCE. doi:https://doi.org/10.1061/(ASCE)0733-9429(1987)113:6(753).
- Parsaie, A., and Haghiabi, A.H. (2017). “Mathematical expression of discharge capacity of compound open channels using MARS technique.” J. Earth Sys. Sci., 126(20). Springer. doi:https://doi.org/10.1007/s12040-017-0807-1.
- Parsaie, A., Najafian, S., Omid, M.H., and Yonesi, H. (2017a). “Stage discharge prediction in heterogeneous compound open channel roughness.” ISH J. Hydraul. Eng., 23(1), 49–56. doi:https://doi.org/10.1080/09715010.2016.1235471.
- Parsaie, A., Yonesi, H., and Najafian, S. (2017b). “Prediction of flow discharge in compound open channels using adaptive neuro fuzzy inference system method.” J. Flow Meas., 54(4), 288–297. Elsevier. doi:https://doi.org/10.1016/j.flowmeasinst.2016.08.013.
- Patel, V.C. (1965). “Calibration of the Preston tube and limitations on its use in pressure gradients.” J. Fluid Mech., 23, 185–208. Cambridge University Press. doi:https://doi.org/10.1017/S0022112065001301.
- Patra, K.C., and Kar, S.K. (2000). “Flow interaction of meandering river with flood plains.” J. Hydraul. Eng., 126(8), 593–603. ASCE. doi:https://doi.org/10.1061/(ASCE)0733-9429(2000)126:8(593).
- Project Completion Report (Technical). (2010). “Pilot and Demonstration Activity for Bangladesh: Field-Based Research on the Impacts of Climate Change on Bangladesh Rivers. Asian Development Bank.
- Proust, S., Bousmar, D., Riviere, N., Paquier, A., and Zech, Y. (2009). “Nonuniform flow in compound channel: A 1-D method for assessing water level and discharge distribution.” Water Resour. Res., 45, W12411. doi:https://doi.org/10.1029/2009WR008202.
- Sellin, R.H.J., Ervine, D.A., and Willetts, B.B. (1993). “Behavior of meandering two stage channels.” Proc. Inst. Civ. Eng. Water Marit. Energy, 101(10106), 99–111. doi:https://doi.org/10.1680/iwtme.1993.23591.
- Shan, Y., Liu, C., and Luo, M. (2015). “Simple analytical model for depth-averaged velocity in meandering compound channels.” Appl. Math. Mech. Engl, 36(6), 707–718. Ed. doi:https://doi.org/10.1007/s10483-015-1943-6.
- Shiono, K., Al-Romaih, J.S., and Knight, D.W. (1999). “Stage-discharge assessment in compound meandering channels.” J. Hydraul. Eng., 125, 1. doi:https://doi.org/10.1061/(ASCE)0733-9429(1999)125:1(66).
- Shiono, K., and Muto, Y. (1998). “Complex flow mechanisms in compound meandering channels with overbank flow.” J. Fluid Mech., 376, 22–261. Cambridge University Press.UK. doi:https://doi.org/10.1017/S0022112098002869.
- Thonon, I., Middelkoop, H., and van der Perk, M. (2007). “The influence of floodplain morphology and river works on spatial patterns of overbank deposition.” Net. J. Geosc GeologieenMijnbouw, 86(1), 63–75. doi:https://doi.org/10.1017/S0016774600021326.
- Toebes, G.H., and Sooky, A.A. (1967). “Hydraulics of meandering rivers with floodplains.” J Waterways Harbor Div., 93(WW2), 213–236. Proceedings of ASCE, ASCE.
- US Army Corps of Engineers. (1956). Hydraulic capacity of meandering channels in straight floodways, Waterways Experiments Station, Vicksburg, Mississippi. Mar, 1956, Technical Memorandum 2–429.
- Willetts, B.B., and Hardwick, R.I. (1993). “Stage dependency for over bank flow in meandering channels.” Proc. Inst. Civ. Eng., Water, Maritime and Energy, March, 101, paper No.10049, 45–54. doi:https://doi.org/10.1680/iwtme.1993.22989.
- Yen, B.C. (1991). “Hydraulic resistance in open channels.” Channel flow resistance: Centennial of Manning’s formula, B.C. Yen, ed., Water Resour. Publications, Littleton, Colo, 1–135.