In developing countries, high cost of conventional wastewater treatment is a major hindrance in its application. Constructed wetlands (CWs) offer low-cost and effective solution to this issue. The current study aimed to eval-uate an innovative maneuver of CWs i.e. hybrid flow constructed wetlands (HCWs) for municipal wastewater (MWW). The HCWs included two lab scale CWs;one horizontal and one vertical, in series. Local plant species were used. HCWs were operated in both, batch and continuous mode. Batch mode was used to (1) optimize detention time and (2)find pollutants removal efficiency. Continuous operation (at batch optimized retention time) was carried out for the evaluation of mass removal rate, r (g·m?2·d?1), volumetric rate constant, Kv (per day) and areal rate constant, Ka (m·d?1). Among two local plants tested, Pistia stratiotes gave better removal efficiency than Typha. Optimum detention time in HCWs was found to be 8 days (4+4 each). The op-timum COD, BOD, TSS, TKN and P removal observed for Pistia stratiotes planted HCWs was 80％, 84％, 82％, 71％and 88％respectively. Effluent standards for COD, BOD and TSS were met at optimum conditions. The values of Ka and Kv demonstrated that more removal occurred in vertical flow as compared to horizontal flow CW.