Azinfar, H. & Kells, J. A. (2007). Backwater effect due to a single spur dike. Canadian Journal of Civil Engineering, 34(1), 107–115.
Azinfar, H, & Kells, J. A. (2009). Flow resistance due to a single spur dike in an open channel. Journal of Hydraulic Research, 47(6), 755–763.
Azinfar, H, & Kells, J. A. (2011). Drag force and associated backwater effect due to an open channel spur dike field. Journal of Hydraulic Research, 49(2), 248–256.
Beiz, J. U., Busch, N., Engel, H., & Gasber, G. (2001). Comparison of river training measures in the Rhine - Catchment and their effects on flood behaviour. Proceedings of the Institution of Civil Engineers: Water and Maritime Engineering, 148(3), 123–132.
Busari, A. O., & Li, C. W. (2016). Bulk drag of a regular array of emergent blade-type vegetation stems under gradually varied flow. Journal of Hydro-Environment Research, 12, 59–69.
Cheng, N.-S., & Nguyen, H. T. (2011). Hydraulic Radius for Evaluating Resistance Induced by Simulated Emergent Vegetation in Open-Channel Flows. Journal of Hydraulic Engineering, 137(9), 995–1004.
Criss, R. E., & Shock, E. L. (2001). Flood enhancement through flood control. Geology, 29(10), 875–878.
Huthoff, F., Pinter, N., & Remo, J. W. F. (2013). Theoretical analysis of wing dike impact on river flood stages. Journal of Hydraulic Engineering, 139(5), 550–556.
Im, D., & Kang, H. (2011). Two-dimensional physical habitat modeling of effects of habitat structures on urban stream restoration. Water Science and Engineering, 4(4), 386–395.
Kuhnle, R. A., Jia, Y., & Alonso, C. V. (2008). Measured and simulated flow near a submerged spur dike. Journal of Hydraulic Engineering, 134(7), 916–924.
Ma, B., Dong, F., Peng, W. Q., Liu, X. B., Huang, A. P., Zhang, X. H., & Liu, J. Z. (2020). Evaluation of impact of spur dike designs on enhancement of aquatic habitats in urban streams using 2D habitat numerical simulations. Global Ecology and Conservation, 24, 1–12.
Martino, R., Paterson, A., & Piva, M. (2014). Water level rise upstream a permeable barrier in subcritical flow: Experiment and modeling. Journal of Fluids Engineering, Transactions of the ASME, 136(4), 1–9.
Meile, T., Boillat, J.-L., & Schleiss, A. J. (2011). Flow resistance caused by large-scale bank roughness in a channel. Journal of Hydraulic Engineering, 137(12), 1588–1597.
Möws, R., & Koll, K. (2019). Roughness effect of submerged groyne fields with varying length, groyne distance, and groyne types. Water, 11(6), 1253.
Munson, B.R., Young, D.F., Okishi, T. H. (2002). Fundamentals of fluid mechanics (4th ed.). John Wiley & Sons, Inc.
Muto, Y., Baba, Y., & Aya, S. (2002). Velocity measurements in open channel flow with rectangular embayments formed by spur dykes. Disaster Prevention Research Institute Annuals, Kyoto University, 45, 449–457.
Ohmoto, T., Hirakawa, R., & Koreeda, N. (2002). Effects of water surface oscillation on turbulent flow in an open channel with a series of spur dikes. Hydraulic Measurements and Experimental Methods, 14, 1–10.
Pandey, M., Ahmad, Z., & Sharma, P. K. (2018). Scour around impermeable spur dikes: a review. ISH Journal of Hydraulic Engineering, 24(1), 25–44.
Pinter, N., Thomas, R., & Wlosinski, J. H. (2001). Assessing flood hazard on dynamic rivers. Eos, 82(31).
Tanino, Y., & Nepf, H. M. (2008). Laboratory investigation of mean drag in a random array of rigid, emergent cylinders. Journal of Hydraulic Engineering, 134(1), 34–41.
United States Government Accountability Office (GAO). (2011). Mississippi River : Actions Are Needed to Help Resolve Environmental and Flooding Concerns about the Use of River Training Structures. GAO-12-41(December), 59.
White, F. M. (2016). Fluid mechanics (8th ed.). McGraw-Hill Education.
Wu, B., Wang, G., Ma, J., & Zhang, R. (2005). Case Study: River training and its effects on fluvial Processes in the Lower Yellow River, China. Journal of Hydraulic Engineering, 131(2), 85–96.
Yossef, M. (2002). The effect of groynes on rivers: Literature review. Delft Cluster Publicatienummer 03.03. 04