Adams, P. N., R. S. Anderson, and J. Revenaugh (2002), Microseismic measurement of wave-energy delivery to a rocky coast, Geology, 30(10),
895–898.
Ashton, A., A. B. Murray, and O. Arnoult (2001), Formation of coastline features by large-scale instabilities induced by high-angle waves,
Nature, 414(6861), 296–300, doi:10.1038/35104541.
Ashton, A. D., and A. B. Murray (2006a), High-angle wave instability and emergent shoreline shapes: 1. Modeling of sand waves, flying spits,
and capes, J. Geophys. Res., 111, F04011, doi:10.1029/2005JF000422.
Ashton, A. D., and A. B. Murray (2006b), High-angle wave instability and emergent shoreline shapes: 2. Wave climate analysis and
comparisons to nature, J. Geophys. Res., 111, F04012, doi:10.1029/2005JF000423.
Bailard, J. A. (1984), A simplified model for longshore sediment transport, in Proceedings of the 19th International Conference on Coastal
Engineering, pp. 1454–1470, ASCE, New York, doi:10.9753/icce.v19.%p.
Barkwith, A., C. W. Thomas, P. W. Limber, M. A. Ellis, and A. B. Murray (2014a), Coastal vulnerability of a pinned, soft-cliff coastline—Part I:
Assessing the natural sensitivity to wave climate, Earth Surf. Dyn., 2(1), 295–308, doi:10.5194/esurf-2-295-2014.
Barkwith, A., M. D. Hurst, C. W. Thomas, M. A. Ellis, P. L. Limber, and A. B. Murray (2014b), Coastal vulnerability of a pinned, soft-cliff coastline.
II: Assessing the influence of sea walls on future morphology, Earth Surf. Dyn., 2(1), 233–242, doi:10.5194/esurf-2-233-2014.
Bayram, A., M. Larson, and H. Hanson (2007), A new formula for the total longshore sediment transport rate, Coastal Eng., 54(9), 700–710.
Booij, N., R. C. Ris, and L. H. Holthuijsen (1999), A third-generation wave model for coastal regions: 1. Model description and validation,
J. Geophys. Res., 104(C4), 7649–7666, doi:10.1029/98JC02622.
Daly, C. J., K. R. Bryan, and C. Winter (2014), Wave energy distribution and morphological development in and around the shadow zone of
an embayed beach, Coastal Eng., 93, 40–54, doi:10.1016/j.coastaleng.2014.08.003.
Daly, C. J., C. Winter, and K. R. Bryan (2015), On the morphological development of embayed beaches, Geomorphology, 248, 252–263, doi:10.1016/j.geomorph.2015.07.040.
Deigaard, R., J. Fredsøe, and I. Hedegaard (1986), Mathematical model for littoral drift, J. Waterw. Port Coastal Ocean Eng., 112(3), 351–369.
Falqués, A. (2003), On the diffusivity in coastline dynamics, Geophys. Res. Lett., 30(21), 2119, doi:10.1029/2003GL017760.
Falqués, A., and D. Calvete (2005), Large-scale dynamics of sandy coastlines: Diffusivity and instability, J. Geophys. Res., 110, C03007, doi:10.1029/2004JC002587.
Fenton, J., and W. McKee (1990), On calculating the lengths of water waves, Coastal Eng., 14(6), 499–513.
González, M., and R. Medina (2001), On the application of static equilibrium bay formulations to natural and man-made beaches,
Coastal Eng., 43(3–4), 209–225, doi:10.1016/S0378-3839(01)00014-X.
González, M., R. Medina, and M. Losada (2010), On the design of beach nourishment projects using static equilibrium concepts:
Application to the spanish coast, Coastal Eng., 57(2), 227–240, doi:10.1016/j.coastaleng.2009.10.009.
Hanson, H. (1989), Genesis-A generalized shoreline change numerical model, J. Coastal Res., 5, 1–27.
Hardaway, C. S., and J. R. Gunn (2010), Design and performance of headland bays in chesapeake bay, {USA}, Coastal Eng., 57(2), 203–212,
doi:10.1016/j.coastaleng.2009.10.007.
Harley, M. D., I. L. Turner, A. D. Short, and R. Ranasinghe (2011), A reevaluation of coastal embayment rotation: The dominance of cross-shore versus alongshore sediment transport processes, Collaroy-Narrabeen Beach, southeast Australia, J. Geophys. Res., 116,
F04033, doi:10.1029/2011JF001989.
Hsu, J., and C. Evans (1989), Parabolic bay shapes and applications, Proc. Inst. Civ. Eng., 87, 557–570.
Hsu, J. R., M. J. Yu, F. C. Lee, and L. Benedet (2010), Static bay beach concept for scientists and engineers: A review, Coastal Eng., 57(2), 76–91.
Iglesias, G., I. López, R. Carballo, and A. Castro (2009), Headland-bay beach planform and tidal range: A neural network model,
Geomorphology, 112(1–2), 135–143.
Kaergaard, K., and J. Fredsoe (2013a), A numerical shoreline model for shorelines with large curvature, Coastal Eng., 74, 19–32.
Kaergaard, K., and J. Fredsoe (2013b), Numerical modeling of shoreline undulations. Part 1: Constant wave climate, Coastal Eng., 75, 64–76.
Kaergaard, K., and J. Fredsoe (2013c), Numerical modeling of shoreline undulations. Part 2: Varying wave climate and comparison with observations, Coastal Eng., 75, 77–90.
Kamphuis, J. W. (1991), Alongshore sediment transport rate, J. Waterw. Port Coastal Ocean Eng., 117(6), 624–640.
Komar, P. D. (1998), Beach Processes and Sedimentation, Prentice-Hall, London.
Komar, P. D., and D. L. Inman (1970), Longshore sand transport on beaches, J. Geophys. Res., 75(30), 5914–5927.
Kraus, N. C. (1984), Estimate of breaking wave height behind structures, J. Waterw. Port Coastal Ocean Eng., 110(2), 276–282.
Krumbein, W. C. (1944), Shore Processes and Beach Characteristics, U.S. Army Corps of Eng., U.S. Gov. Print. Off., Washington, D. C.
Larsen, L., C. Thomas, M. Eppinga, and T. Coulthard (2014), Exploratory modeling: Extracting causality from complexity, Eos Trans. AGU,
95(32), 285–286, doi:10.1002/2014EO320001.
LeBlond, P. H. (1972), On the formation of spiral beaches, Coastal Eng. Proc., 1(13), 1331–1343.
LeBlond, P. H. (1979), An explanation of the logarithmic spiral plan shape of headland-bay beaches, J. Sediment. Res., 49(4), 1093–100.
Limber, P. W., and A. B. Murray (2011), Beach and sea-cliff dynamics as a driver of long-term rocky coastline evolution and stability, Geology,
39(12), 1147–1150.
Limber, P. W., and A. B. Murray (2014), Unraveling the dynamics that scale cross-shore headland relief on rocky coastlines: 2. Model
predictions and initial tests, J. Geophys. Res. Earth Surf., 119, 874–891, doi:10.1002/2013JF002978.
Limber, P. W., A. Brad Murray, P. N. Adams, and E. B. Goldstein (2014), Unraveling the dynamics that scale cross-shore headland relief on
rocky coastlines: 1. Model development, J. Geophys. Res. Earth Surf., 119, 854–873, doi:10.1002/2013JF002950.
Littlewood, R., A. B. Murray, and A. D. Ashton (2007), An alternative explanation for the shape of “log-spiral” bays,paper presented at 6th
International Symposium on Coastal Engineering and Science of Coastal Sediment Process ’07, pp. 341–350, doi:10.1061/40926(239)26.
Longuet-Higgins, M. S. (1970), Longshore currents generated by obliquely incident sea waves: 1, J. Geophys. Res., 75(33), 6778–6789,
doi:10.1029/JC075i033p06778.
Masselink, G., T. Scott, T. Poate, P. Russell, M. Davidson, and D. Conley (2015), The extreme 2013/14 winter storms: Hydrodynamic forcing
and coastal response along the southwest coast of England, Earth Surf. Processes Landforms, doi:10.1002/esp.3836, in press.
Mil-Homens, J., R. Ranasinghe, J. S. M. van Thiel de Vries, and M. J. F. Stive (2013), Re-evaluation and improvement of three commonly used
bulk longshore sediment transport formulas, Coastal Eng., 75, 29–39.
Murray, A. B. (2007), Reducing model complexity for explanation and prediction, Geomorphology, 90(3–4), 178–191,
doi:10.1016/j.geomorph.2006.10.020. reduced-Complexity Geomorphological Modelling for River and Catchment Management.
Oliveira, F. S., and O. M. Barreiro (2010), Application of empirical models to bay-shaped beaches in Portugal, Coastal Eng., 57(2), 124–131.
Pelnard-Considere, R. (1956), Essai de theorie de l’evolution des formes de rivage en plages de sable et
de galets, in 4th Journees de l’Hydraulique, Les Energies de la Mer, vol. 3, pp. 289–298. [Available at
http://repository.tudelft.nl/view/hydro/uuid:c6e1ce87-23ef-4a3d-86d0-47f3c96518cc/.]
Pilkey, O. H., J. A. G. Cooper, and G. Andrew (2002), Longshore transport volumes: A critical view, J. Coastal Res., 36, 572–580.
Press, W. H., S. A. Teukolsky, W. T. Vetterling, and B. P. Flannery (1992), Numerical Recipes in C, Cambridge Univ. Press, Cambridge, U. K.
Ratliff, K. M., and A. B. Murray (2014), Modes and emergent time scales of embayed beach dynamics, Geophys. Res. Lett., 41, 7270–7275,
doi:10.1002/2014GL061680.
Rea, P. D., and C. C. Komar (1975), Computer simulation models of a hooked beach shoreline configuration, J. Sediment. Res., 45(4), 866–872.
Silvester, S. K., and R. Ho (1972), Use of crenulate-shaped bays to stabilize coasts, in Proceedings of the 13th International Conference on
Coastal Engineering, vol. 2, pp. 1347–1365, ASCE, New York, doi:10.9753/icce.v13.%p.
Soulsby, R. L., and J. S. Damgaard (2005), Bedload sediment transport in coastal waters, Coastal Eng., 52(8), 673–689.
Sunamura, T. (1992), Geomorphology of Rocky Coasts, John Wiley, Chichester, New York.
Tanner, W. F. (1958), The equilibrium beach, Eos Trans. AGU, 39, 889–891.
Thomas, T., M. Phillips, A. Williams, and R. Jenkins (2011), Short-term beach rotation, wave climate and the North Atlantic Oscillation (NAO),
Prog. Phys. Geog., 35(3), 333–352, doi:10.1177/0309133310397415.
Turki, I., R. Medina, G. Coco, and M. Gonzalez (2013), An equilibrium model to predict shoreline rotation of pocket beaches, Mar. Geol., 346,
220–232, doi:10.1016/j.margeo.2013.08.002.
U.S. Army Corps of Engineers (USACE) (1984), Shore Protection Manual, US Army Corps of Eng., U.S. Gov. Print. Off., Washington, D. C.
van den Berg, N., A. Falqués, and F. Ribas (2012), Modeling large scale shoreline sand waves under oblique wave incidence, J. Geophys. Res.,
117, F03019, doi:10.1029/2011JF002177.
Van Wellen, E., A. J. Chadwick, and T. Mason (2000), A review and assessment of longshore sediment transport equations for coarse-grained
beaches, Coastal Eng., 40(3), 243–275.
Weesakul, S., T. Rasmeemasmuang, S. Tasaduak, and C. Thaicharoen (2010), Numerical modeling of crenulate bay shapes, Coastal Eng., 57(2),
184–193.
Yasso, W. E. (1965), Plan geometry of headland-bay beaches, J. Geol., 73, 702–714.
Zenkovich, V. P. (1967), Processes of Coastal Development, Oliver and Boyd, Edinburgh
References
References