Coherent wave interference commonly occurs in the coastal ocean due to surface wave interaction with the inner-shelf topography, coastal structures, or coastal currents (Smit & Janssen, 2013). It is more significant for narrow-band waves, i.g., swells, which exhibit persistent wave height variability in the laboratory (Chawla et al., 1998;Vincent & Briggs, 1989) and field (Smit et al., 2016). Breaking waves under such coherent interference influences can generate nearshore circulation cells, which are more stationary (Dalrymple, 1975;Dalrymple et al., 2011) in contrast to transient circulation cells induced by non-coherent short-crested waves (Johnson, 2004;Spydell & Feddersen, 2009).Modeling of coherent wave interference and associated wave-induced processes is challenging, especially at field scale. Traditional field-scale wave prediction models, such as Simulating WAves Nearshore (SWAN) (Booij et al., 1999) or WaveWatch (Tolman, 1991), are stochastic models based on the radiative transfer equation, which requires the assumptions for a slowly varying medium and statistically independent wave components (Komen et al., 1996). Such assumptions make the model unable to resolve inhomogeneous wave patterns caused by