[1]. Boano F, Harvey JW, Marion A, Packman AI, Revelli R, Ridolfi L, Wörman A. Hyporheic flow and transport processes: Mechanisms, models, and biogeochemical implications. Reviews of Geophysics. 2014: 52(4), 603-679.
[2]. Tonina D, Buffington JM. Hyporheic exchange in mountain rivers I: Mechanics and environmental effects. Geography Compass. 2009: 3(3), 1063-1086.
[3]. Buffington JM, and Tonina D. Hyporheic exchange in mountain rivers II: Effects of Channel Morphology on Mechanics, Scales, and Rates of Exchange. Geography Compass. 2009: 3(3), 1038-1062.
[4]. Stonedahl SH. Investigation of the Effect Multiple Scales of Topography on Hyporheic Exchange. PhD Dissertation, Northwestern University, 2011.
[5]. Biddulph M. Hyporheic Zone: In Situ Sampling, Geomorphological Techniques. Chapter 3, Section 11.1, 2015.
[6]. Thibodeaux LJ, Boyle JD. Bedform-generated convective transport in bottom sediment. Nature. 1987: 325(6102), 341-343.
[7]. Elliott AH, Brooks NH. Transfer of nonsorbing solutes to a streambed with bed forms: Laboratory experiments. Water Resources Research. 1997: 33(1), 137-151.
[8]. Packman AI, Salehin M, Zaramella M. Hyporheic exchange with gravel beds: basic hydrodynamic interactions and bedform-induced advective flows. Journal of Hydraulic Engineering. 2004: 130(7), 647-656.
[9]. Fox A, Boano F, Arnon S. Impact of losing and gaining streamflow conditions on hyporheic exchange fluxes induced by dune shaped bed forms. Water Resources Research. 2014: 50(3), 1895-1907.
[10]. Cardenas MB, Wilson JL. The influence of ambient groundwater discharge on hyporheic zones induced by current-bedform interactions. Journal of Hydrology. 2006: 331, 103–109.
[11]. Cardenas MB, Wilson JL. Dunes, turbulent eddies, and interfacial exchange with permeable sediments. Water Resource Research. 2007: 43(8).
[12]. Blois G, Best JL, Sambrook Smith GH, Hardy RJ. Effect of bed permeability and hyporheic flow on turbulent flow over bed forms. Geophysical Research Letters. 2014: 41(18), 6435-6442.
[13]. Lee DH, Kim YJ, Lee S. Numerical modeling of bed form induced hyporheic exchange. Paddy and Water Environment. 2014: 12(1): 89-97.
[14]. Chen X, Cardenas MB, Chen L. Three‐dimensional versus two‐dimensional bed form‐induced hyporheic exchange. Water Resources Research. 2015: 51(4), 2923-2936.
[15]. Rodríguez JF, García CM, García MH. Three‐dimensional flow in centered pool‐riffle sequences. Water Resources Research. 2013: 49(1), 202-215.
[16]. Tonina D, Buffington JM. Hyporheic exchange in gravel bed rivers with pool‐riffle morphology: Laboratory experiments and three‐dimensional modeling. Water Resources Research. 2007: 43(1).
[17]. Zhou T, Endreny T A. Reshaping of the hyporheic zone beneath river restoration structures: Flume and hydrodynamic experiments. Water Resources Research. 2013: 49(8), 5009-5020
[18]. Trauth N, Schmidt C, Maier U, Vieweg M, Fleckenstein JH. Coupled 3‐D stream flow and hyporheic flow model under varying stream and ambient groundwater flow conditions in a pool‐riffle system. Water Resources Research. 2013: 49(9), 5834-5850
[19]. Buffington JM, Montgomery DR. Effects of hydraulic roughness on surface textures of gravel-bed rivers. Water Resources Research. 1999: 35, 3507– 3521.
[20]. McSherry RJ, Chua KV, Stoesser T. Large eddy simulation of free-surface flows. Journal of Hydrodynamics. 2017, 29(1): 1-12.
[21]. Rodi W, Constantinescu G, Stoesser T. Large eddy simulation in hydraulics. IAHR Monograph, London, UK: CRC Press, Taylor & Francis Group, 2013.
[22].
Huang P,
May Chui, TFM. Empirical Equations to Predict the Characteristics of Hyporheic Exchange in a Pool Riffle Sequence. Groundwater. 2018: 56(6), 947-958.