Design Methods for In-Stream Flow Control Structures (2014)

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Water Resour. Assoc., 38(4), 1143–1152. Johnson, P. A., Hey, R. D., Tessier, M., and Rosgen, D. L. (2001). “Use of Vanes for Control of Scour at Vertical Wall Abutments.” Journal of Hydraulic Engineering, 127(9), 772–778. Kang, S., Lightbody, A., Hill, C., and Sotiropoulos, F. (2010). “High- Resolution Numerical Simulation of Turbulence in Natural Waterways.” Adv. Water Resources. 34, 98–113. Kang, S., and Sotiropoulos, F. (2011). “Flow Phenomena and Mecha- nisms in a Field-Scale Experimental Meandering Channel with a Pool-Riffle Sequence: Insights Gained via Numerical Simulation.” J. Geophys. Res., 116, F03011. Kang, S., and Sotiropoulos, F. (2012a). “Assessing the Predictive Capa- bilities of Isotropic, Eddy-Viscosity Reynolds-Averaged Turbulence Models in a Natural-Like Meandering Channel.” Water Resour. Res., 48, W06505, doi:10.1029/2011WR011375. Kang, S., and Sotiropoulos, F. (2012b). “Numerical Modeling of 3D Turbulent Free Surface Flow in Natural Waterways.” Adv. Water Resour., 40, 23–36, doi:10.1016/j.advwatres.2012.01.012. Kashyap, S., Constantinescu, G., Rennie, C., Post, G., and Townsend, R. (2012). “Influence of Channel Aspect Ratio and Curvature on Flow, Secondary Circulation, and Bed Shear Stress in a Rectangular Channel Bend.” J. Hydraul. Eng., 138(12), 1045–1059. Lagasse, P. F., Zevenbergen, L. W., Schall, J. D., and Clopper, P. E. (2009). “HEC 23, Bridge Scour and Stream Instability Countermeasures.” FHWA HEC-23, U.S. DOT, FHWA. Maryland Department of the Environment. (2000). Maryland’s Water- way Construction Guidelines, Water Management Administration, Baltimore. Matsuura, T., and Townsend, R. D. (2004). “Stream-Barb Installations for Narrow Channel Bends—A Laboratory Study.” Canadian Journal of Civil Engineering, 31(3), 478–486. McCullah, J., and Gray, D. 2005. NCHRP Report 544: Environmentally Sensitive Channel and Bank-Protection Measures. Transportation Research Board of the National Academies, Washington, D.C. NRCS. 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65 NRCS. (2007). Stream Restoration Design National Engineering Hand- book, Part 654, United States Department of Agriculture, National Resource Conservation Service, Washington, D.C. NRCS. (2010). “Design of Stream Barbs for Low Gradient Stream.” Minnesota Technical Note No. 8, USDA NRCS, St. Paul, MN. NRCS. (2013). “ENG-Design of Stream Barbs.” Kansas Engineering Technical Note No. KS-1 (Revision 1), USDA NRCS, Salina, KS. Odgaard, A. J. (1988). Construction and Evaluation of Submerged Vanes for Stream Control. Iowa Institute of Hydraulic Research, Iowa City, IA. Odgaard, A. J. (2009). River Training and Sediment Management with Submerged Vanes, ASCE, Reston, VA. Odgaard, A. J., and Kennedy, J. F. (1983). “River-Bend Bank Protection by Submerged Vanes.” Journal of Hydraulic Engineering. Vol. 109 No. 8. p. 1161–1173. Odgaard, A. J., and Mosconi, C. E. (1987). “Streambank Protection by Submerged Vanes.” Journal of Hydraulic Engineering, ASCE, Vol. 113 No. 4, p. 520–536. Odgaard, A. J., and Spoljaric, A. (1986). “Sediment Control by Submerged Vanes.” J. Hydraul. Eng., 112 (12), 1164–1181. Odgaard, A. J., and Wang, Y. (1991). “Sediment Management with Submerged Vanes. I: Theory.” J. Hydraul. Eng., 117 (3), 267–283. Papanicolaou, A. N., M. Elhakeem, and B. Wardman. (2011). “Calibration and Verification of a 2D-Hydrodynamic Model for Simulating Flow Around Bendway Weir Structures.” Journal of Hydraulic Engineering. 137:75–89. Radspinner, R. R., Diplas, P., Lightbody, A. F., Sotiropoulos, F. (2010). “River Training and Ecological Enhancement Potential Using In-Stream Structures.” Journal of Hydraulic Engineering. 136(12), 967–980. Rajaratnam, N., and Nwachukwu, B. A. (1983). “Flow Near Groin-Like Structures.” J. Hydraul. Eng. 109 (3), 463–480. Raudkivi, A. J. (1967). “Loose Boundary Hydraulics.” pp. 175–221, Pergamon, New York. Rosgen, D. L. (2001). “The Cross-Vane, W-Weir and J-Hook Vane Struc- tures . . . Their Description, Design and Application for Stream Stabilization and River Restoration.” Wetlands Engineering & River Restoration 2001: pp. 1–22. Rosgen, D. L. (2006). Cross-Vane, W-Weir, and J-Hook Vane Structures. Wildland Hydrology, Pagosa Springs, CO. Sharma, K., and Mohapatra, P. (2012). “Separation Zone in Flow Past a Spur Dyke on Rigid Bed Meandering Channel.” J. Hydraul. Eng., 138(10), 897–901. Simon, A., Doyle, M., Kondolf, M., Shields, Jr., F. D., Rhoads, B., and McPhillips, M. (2007). “Critical Evaluation of How the Rosgen Classification and Associated ‘Natural Channel Design’ Meth- ods Fail to Integrate and Quantify Fluvial Processes and Channel Response.” J. Am. Water Resour. Assoc. 43(5), 1117–1131. Slate, L. O., Shields, Jr., F. D., Schwartz, J. S., Carpenter, D. D., and Free- man, G. E. (2007). “Engineering Design Standards and Liability for Stream Channel Restoration.” Journal of Hydraulic Engineering. 133(10), 1099–1102. Thornton, C. I., Heintz, M. L., Abt, S. R., Baird, D. C., and Padilla, R. S. (2005). Effects of Bendway Weir Characteristics on Resulting Flow Conditions. Environmental and Water Resources Institute, ASCE, Reston, VA. Thornton, C. I., Meneghetti, A. M., Collins, K., Abt, S. R., and Scurlock, S. M. (2011). Stage-Discharge Relationships for U-, A-, and W-Weirs in Un-submerged Flow Conditions. Journal of the American Water Resources Association, 47: 169–178. U.S. Department of the Interior, Bureau of Reclamation. (2009). “Quan- titative Investigation of the Field Performance of Rock Weirs.” U.S. Department of the Interior, Bureau of Reclamation. SRH-2009-46. Denver, CO.