Tối ưu hóa thiết kế cấu trúc trong dòng chảy dựa trên mô phỏng: Các ván đá

Abad J, Rhoads B, Guneralp I, Garcia M (2008) Flow structure at different stages in a meander-bend with bendway weirs. J Hydraul Eng 134(8):1052–1063 Ashley G (1990) Classification of large-scale subaqueous bedforms: a new look at an old problem. J Sediment Petrol 60:160–172 Bhuiyan F, Hey R, Wormleaton P (2009) Effects of vanes and w-weir on sediment transport in meandering channels. J Hydraul Eng 135(5):339–349 Blanckaert K (2009) Saturation of curvature-induced secondary flow, energy losses, and turbulence in sharp open-channel bends: laboratory experiments, analysis, and modeling. J Geophys Res 114:F03015 Blanckaert K (2010) Topographic steering, flow recirculation, velocity redistribution, and bed topography in sharp meander bends. Water Resour Res 46:W09506 Borazjani I, Ge L, Sotiropoulos F (2008) Curvilinear immersed boundary method for simulating fluid structure interaction with complex 3D rigid bodies. J Comput Phys 227:7587–7620 Chou YJ, Fringer OB (2008) Modeling dilute sediment suspension using large-eddy simulation with a dynamic mixed model. Phys Fluids 20:115103 Church M, Rood K (1983) Catalogue of alluvial river regime data. Technical report on University of British Columbia Crispell JK, Endreny T (2009) Hyporheic exchange flow around constructed in-channel structures and implications for restoration design. Hydrol Process 23(8):1158–1168. https://doi.org/10.1002/hyp.7230 Crowley KD (1983) Large-scale bed configurations (macroforms), platte river basin, colorado and nebraska: primary structures and formative processes. Geol Soc Am Bull 94(1):117–133. https://doi.org/10.1130/0016-7606(1983)94<117:LBCMPR>2.0.CO;2 Dietrich W, Day G, Parker G (1999) The fly river, papua new guinea: inferences about river dynamics, floodplain sedimentation and fate of sediment. In: Varieties of fluvial form, chap. Wiley Doll B, Grabow G, Hall K, Halley J, Harman W, Jennings G, Wise D (2003) Stream restoration: a natural channel design handbook. Technical reports on NC State University, Raleigh, NC Endreny TA, Soulman M (2011) Hydraulic analysis of river taining cross-vanes as part of post-restoration monitoring. Hydrol Earth Syst Sci 15:2119. https://doi.org/10.5194/hess-15-2119-2011 Engelund F, Fredsoe J (1982) Sediment ripples and dunes. Ann Rev Fluid Mech 14:13–37 Ge L, Sotiropoulos F (2007) A numerical method for solving the 3D unsteady incompressible Navier–Stokes equations in curvilinear domains with complex immersed boundaries. J Comput Phys 225:1782–1809 Han B, Chu H, Endreny T (2015) Streambed and water profile response to in-channel restoration structures in a laboratory meandering stream. Water Resour Res 51(11):9312–9324 Holmes RR, Garcia M (2008) Flow over bedforms in a large sand-bed river: a field investigation. J Hydraul Res 46(3):322–333 Jamieson E, Ruta M, Rennie C, Townsend R (2013) Monitoring stream barb performance in a semi-alluvial meandering channel: flow field dynamics and morphology. Ecohydrology 6(4):611–626 Jia Y, Xu Y, Wang S (2002) Numerical simulation of local scouring around a cylindrical pier. In: Proceedings of ICSF-1, 1st international conference on scour of foundations. Texas A&M University, Texas Johannesson H, Parker G (1988) Proceedings: flow field and bed topography in river meanders. In: National conference on hydraulic engineering. ASCE Johnson PA, Hey RD, Brown ER, Rosgen DL (2002) Stream restoration in the vicinity of bridges. J Am Water Resour Assoc 38:55–67 Johnson PA, Hey RD, Rosgen DL (2001) Use of vanes for control of scour at vertical wall abutments. J Hydraul Eng 127(9):772–778 Kang S, Lightbody A, Hill C, Sotiropoulos F (2011) High-resolution numerical simulation of turbulence in natural waterways. Adv Water Resour 34(1):98–113 Kang S, Sotiropoulos F (2011) Flow phenomena and mechanisms in a field-scale experimental meandering channel with a pool-riffle sequence: insights gained via numerical simulation. J Geophys Res 116:F0301 Khosronejad A, Diplas P, Sotiropoulos F (2017) Simulation-based approach for in-stream structures design: bendway weirs. J Environ Fluid Mech 17(1):1–31. https://doi.org/10.1007/s10652-016-9452-5 Khosronejad A, Hill C, Kang S, Sotiropoulos F (2013) Computational and experimental investigation of scour past laboratory models of stream restoration rock structures. Adv Water Resour 54:191–207 Khosronejad A, Kang S, Borazjani I, Sotiropoulos F (2011) Curvilinear immersed boundary method for simulating coupled flow and bed morphodynamic interactions due to sediment transport phenomena. Adv Water Resour 34(7):829–843 Khosronejad A, Kang S, Sotiropoulos F (2012) Experimental and computational investigation of local scour around bridge piers. Adv Water Resour 37:73–85 Khosronejad A, Kozarek J, Diplas P, Sotiropoulos F (2015) Simulation-based approach for in-stream structure design: J-hook vane structures. J Hydraul Res 53(5):588–608. https://doi.org/10.1080/00221686.2015.1093037 Khosronejad A, Kozarek J, Palmsted M, Sotiropoulos F (2015) Numerical simulation of large dunes in meandering streams and rivers with in-stream rock structures. Adv Water Resour 81:45–61 Khosronejad A, Kozarek JL, Sotiropoulos F (2014) Simulation-based approach for stream restoration structure design: model development and validation. J Hydraul Eng 140(7):1–16 Khosronejad A, Sotiropoulos F (2014) Numerical simulation of sand waves in a turbulent open channel flow. J Fluid Mech 753:150–216 Khosronejad A, Sotiropoulos F (2017) On the genesis and evolution of barchan dunes: morphodynamics. J Fluid Mech 815:117–148 Kostaschuk R, Villard P (1996) Flow and sediment transport over large subaqueous dunes: Fraser River, Canada. Sedimentology 43:849–863 Kuhnle RA, Alonso VC, Shields DF (1999) Geometry of scour holes associated with \(90^{\circ }\) spur dikes. J Hydraul Eng 125(9):972–978 Lee HJ, Syvitski JP, Parker G, Orange d, Locat J, Hutton E, Imran J (2002) Distinguishing sediment waves from slope failure deposits: field examples, including the ’Humboldt slide’, and modelling results. Mar Geol 192:79–104 Marelius F, Sinha SK (1998) Experimental investigation of flow past submerged vanes. J Hydraul Eng 124(5):542–545 McCullah J, Gray D (2005) Environmentally sensitive channel and bank-protection measures. Technicla reports on National Cooperative Highway Research Program (NCHRP). Transportation Research Board, Washington, DC MWCG: Maryland waterway construction guidelines (2000) Techical reports, Water Management Administration, Maryland Department of the Environment Nittrouer J, Allison M, Campanella R (2008) Bedload transport rates for the lowermost Mississippi River. J Geophys Res. https://doi.org/10.1029/2007JF000795 Nittrouer JA, Mohrig D, Allison MA (2011) Punctuated sand transport in the lowermost Mississippi River. J Geophys Res 116:F04025 NRCS: Stream restoration design, NEH 654. Technical reports on United States Department of Agriculture. National Resource Conservation Service, Washington, DC (2007) Paola C, Voller VR (2005) A generalized exner equation for sediment mass balance. J Geophys Res 110:F04014 Parker G, Wilcock PR, Paola C, Dietrich WE, Pitlick J (2007) Physical basis for quasi-universal relations describing bankfull hydraulic geometry of single-thread gravel bed rivers. J Geophys Res Earth Surf 112:F04005 Radspinner RR, Diplas P, Lightbody AF, Sotiropoulos F (2010) River training and ecological enhancement potential using in-stream structures. J Hydraul Eng 136:967–980. https://doi.org/10.1061/(asce)hy.1943-7900.0000260 Raudkivi AJ (1967) Loose boundary hydraulics. Pergamon Press, Oxford Rosgen DL (2006) Cross vane, w-weir, and J-hook vane structures. Technical reports, Wildland Hydrology, Pagosa Springs, CO Sotiropoulos F, Diplas P (2014) Design methods for in-stream flow control structures. In: Technical reports, transportation research board. National Academies of Science, Washington, DC Sotiropoulos F, Khosronejad A (2016) Multi-scale sand waves in environmental flows: insights gained by coupling large-eddy simulation with morphodynamics. Phys Fluids 28:021301. https://doi.org/10.1063/1.4939987 Tang X, Knight D (2006) Sediment transport in river models with overbank flows. J Hydraul Eng 132(1):77–86 Van Rijn LC (1984c) Sediment transport, part iii: bed forms and alluvial roughness. J Hydraul Eng 110(12):1733–1754 Van Rijn LC (1993) Principles of sediment transport in rivers, estuaries, and coastal seas. Aqua Publications, Blokzijl Wilcox DC (1994) Simulation of transition with two-equation trurbulence model. Am Inst Aeronaut Astronaut J 42(2):247–255 Wilkerson GV, Parker G (2011) Physical basis for quasi-universal relations describing bankfull hydraulic geometry for single-thread sand-bed rivers. J Hydraul Eng 137(7):739–753 Wu W, Rodi W, Wenka T (2000) 3D numerical modeling of flow and sediment transport in open channels. J Hydraul Eng 126(1):4–15 Zedler EA, Street RL (2001) Large-eddy simulation of sediment transport: currents over ripples. J Hydraul Eng 127(6):444–452 Zhou T, Endreny TA (2012) Meander hydrodynamics initiated by river restoration deflectors. Hydrol Process 26(22):3378–3392 Zhou T, Endreny TA (2013) Reshaping of the hyporheic zone beneath river restoration structures: flume and hydrodynamic experiments. Water Resour Res 49(8):5009–5020. https://doi.org/10.1002/wrcr.20384