The goal of this study is to analyze the effects of the increase in mean water level due to the presence of breaking waves on coastal inundation using a coupled wave circulation model system. The system includes a wave model, SWAM, which is a third simulation model and circulation model SHORESIRC. Observed wave heights velocities in New River northern California, USA, are used for validations during both calm and stormy conditions. Comparisons show good agreement between the model results and observations. Model skill for waves and circulation is evaluated at about 30 locations throughout the inlet, including a recently dredged navigation channel, a shallower channel a flood tidal delta and ebb tidal deltas for a range of flow conditions in May 2012. Model skill for flow velocity and wave high are high in the channels. Model results demonstrate that wave and induced setup is balance, with the pressure gradient term and tidal modulation playing an important role in predicting wave setup

A. Bolonkin, “Cheap Textile Dam Protection of Seaport Cities against Hurricane Storm Surge Waves, Tsunamis, and Other Weather-Related Floods (2006). http://arxiv.org
Anna Wargula, Britt Raubenheimer, Steve Elgar. (2014). “Wave drive along subtidal flows in a well-mixed ocean inlet”. J. Geophy. Res., 119, 2987-3001
Alexandersson, H., Schmith, T., Iden, K., Tuomenvirta, H. 1998 Long-term variations of the storm climate over NW Europe. Global Atmosphere Ocean System, 6, 97–120.
Alexandersson, H., Tuomenvirta, H., Schmith, T. and Iden, K. 2000 Trends of storms in NW Europe derived from an updated pressure data set. Climate Research, 14: 71–73.
Battjes, J. A. and Janssen, J.P.F.M. (1978). “Energy loss and Set-up to breaking of random wave waves” proc. 16th Int. Conf. Coastal Engineering, ASCE, 569-587.
Bertotti, L. and Cavalieri, L., (1994). “Accuracy of wind and wave evaluation in coastal regions”, Proc. 24 Int. Conf. Coastal Engineering, ASCE, 57-67
Booij, N., Ris.C. and Holthuijsen, L. H., (1999). “A third generation wave model for coastal regions 1. Model description and validation”. J. Geophy. Res., 104, C4, 7649-7666.
Booij, M., 2005. Impact of climate change on river flooding assessed with different
spatial model resolutions. J. Hydrol. 303, 176–198.
Casulli, V. and Zanolli, P. (2002) “Semi-implicit numerical modelling of nonhydro-static free-surface flows for environmental problems”, Math. Comp. Model. 36, 1131-1149.
Cavaleri, L. and Malanotte-Riizzoli, P. (1981). “Wind wave prediction shallow water: Theory and application”, J. Geophys. Res., 86, C11, 10961-10973.
Donelan, M. A., Haus, B.K., Reul, N., Plant, W.J., Stiassnie, M., Graber, H.C., Brown, O.B., and Saltzman, E.S. (2004). On the limiting aerodynamic roughness of the ocean in very strong winds,Geophysical research letters, Vol. 31, L18306.
Frank, W. M., & Young, G. S. (2007). The inter-annual variability of tropical cyclones. Monthly Weather Review, 135(10), 3587-3598.
Holthuijsen, L. H., Booij, N., Ris. R. C., Haagsma., IJ. G., Kieftenburg, A. T.M. M., Kriezi, E. E., Zijilema.M and Westhuysen, A. J. Vander (2004). “SWAN Cycle III version 40.40.31, User manual”, Department of Civil Engineering, University of Technology of the Netherland, February 5.
Hinton, C., Townend, I.H. and Nicholls, R.J. 2007 Coastal Processes. Chap. 9 in ‘’Future flooding and coastal erosion risks’ ed. Thorne, C.R., Evans, E.P. and Penning-Rowsell, E.C. Thomas Telford. 514pp.
Kahman, K.K., and Calkoen, C. J. (1992). “Reconciling discrepancies in the observe growth of wind –generated waves”, J. Phys. Oceanogr., 22, 1389-1405.
Komen, G. J., Hasselman, S., and Hasselmann, K. (1984) “On the existence of a fully develop wind-sea spectrum”, J. Phys. Oceanogr., 14, 1389-1405
Knutson, T. R., McBride, J. L., Chan, J., Emanuel, K., Holland, G., Landsea, C., & Sugi, M. (2010). Tropical cyclones and climate change. Nature Geoscience, 3(3), 157-163.
Longuet-Higgins, M.S. and Stewart, R.W. (1962). “Radiation Stress in water waves, a Physical discussion with application”, Deep sea, ASCE, 11,529-563.
Lorenzo Alfieri, et al. (2018). “A global network for operational flood risk reduction “Booij, N., Ris, R.C.and Holthuijsen, L. (1999). “A third generation wave model for coastal regions 1. Model description and validation”,J Geophy.Res.,104,C4,7649-7666.
Madsen, O.S., Poon, Y.K. and Graber, H.C. (1988).”Spectral wave attenuation by bottom friction: Theory”, proc.21th Int. Conf. Coastal Engineering, ASCE, 492-504.
Miles, J. W., (1957). “On the generation of surface waves by shear flows”, J. Fluid Mech., 3, 185-204.
Peng, M., Xie, L., Pietrafesa, L. (2004) “A numerical study of storm surge and inundation in the Croatan-Albemarle-Pamlico Estuary System”, Estuary, Coastal and Shelf Science 59,121-13.
Peng, M., Xie, L., Pietrafesa, L. (2006). “Tropical cyclone induced asymmetry of sea level surge and fall and its presentation in a storm surge model with parametric wind fields”, Ocean modelling 14, 81-101.
Phillips, N.A. (1957). “A coordinate system having some special advantages for numerical forecasting”, Meteorology, 14(2), 184-185.
Rutger, Dankers. Luc, Feyen. (2008). “Climate change impact on flood hazard in assessment based on resolution high-climate simulation”, J.Geophy.Res. 113.19105
Pierson, W. J. and Moskowitz, L. (1964). “A proposed spectral form for fully developed wind seas based on the similarity theory of S.A. Kitaigorodskii”, J. Geophys. Res., 69, 24, 5181-5190.
Shemdin, P., Hasselmann, K., Hsiao, S.V. and Herterich, K. (1978). “Non-linear and linear bottom interaction effects in shallow water, in: Turbulent Fluxes through the sea surface, Wave dynamic and prediction”, NATO Conf. ser., v, 1, 347-372
WAMDI Group, (1988). “The WAM model-A third generation ocean wave prediction model”, J. Phys. Oceanogr., 18, 1775-1810.
Yasser Eldeberky, Jurjen A Battjes, J.A. (1996). “Spectral modeling of wave breaking: Application to Boussinesq equations”, J. Geophy. Res., 102, 1253-1264.
Webster, P. J., G. Holland, J. A. Curry, and H. R. Chang (2005). Changes in tropical cyclone number, duration, and intensity in a warming environment. Science, 309, 1844–1846, doi:10.1126/science.1116448.
W.G. Large., S. Pond., (1980). “Open ocean momentum flux measurement in moderate in moderate to strong wind”. J. Geophy. Ocean. Res., Department of Oceanogr, The University of British Columbia, Vancouver, BC., Canada V6T IW5.
Wolf, J. and Woolf, D. K. 2006 Waves and climate change in the north-east Atlantic, Geophysical Research Letters, 33, L06604, doi:10.1029/2005GL025113
Shi, F., Svendsen, I. A, Kirby, J.T., and Smith, J. M., (2003). “A curvilinear version of a Quasi-3D nearshore circulation model”, Coastal Engineering, 49, 99-124.
Svendsen, I. A., Kevin. Haas, and Zhao. Qun (2000). “Quasi-3D nearshore circulation model, SHORECIRC, Version 2.0. Report, Center for applied coastal Research, University of Delaware, Newark