The Overtopping Breakwater for Energy Conversion (OBREC) harnesses wave energy by capturing overtopping waves into a reservoir on a rubble mound breakwater, generating electricity via low-head turbines using the water level difference. This study enhances understanding of overtopping behavior under varying OBREC geometries and sea states through 140 two-dimensional experimental tests. A novel dimensionless parameter (H*√T*) was introduced to jointly assess wave height and period effects, alongside a new overtopping parameter (NOT) accounting for wave breaker type. Results reveal distinct overtopping trends linked to the surf similarity parameter (ξ), with plunging breakers below ξm-1,0 = 4.2 and surging breakers above this threshold. The NOT parameter showed strong predictive capability for both breaker types, achieving coefficients of determination of R2 = 88 % and R2 = 97 % for plunging and surging breakers, respectively. Ramp geometry significantly influences performance: higher ramps reduce overtopping but increase turbine head, gentler breakwater slopes lower overtopping, while gentler reservoir slopes increase it. A predictive equation was developed for both plunging and surging breakers, achieving R2 = 82 % and R2 = 84 % with low mean relative errors (E = 0.003 and E = 0.016, respectively; E = 0.008 overall). Compared to the best existing model by Iuppa et al., the proposed formula reduced the mean relative error by approximately 98 % and achieved an average R2 of 83 %.
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