Due to limitation of water resources the use of wastewater for agriculture and landscape is essential. The wastewater is a new water source and its application requires special management. If wastewater be used with a suitable irrigation method, it can contemporarily reduce environmental contaminations, hygienic and water scarcity problems. To evaluate the application of the porous pipe with two types of water (groundwater and wastewater) and their effects on physical and chemical properties of soil, an experiment was carried out at Mahmoudabad Research Centre in Isfahan for Bermudagrass. The experiment was factorial completely randomized design with two main treatments of surface and subsurface irrigation methods and two sub-treatments of fresh water and wastewater. Each treatment had three replications. Also, the effects of irrigation under different pressures of 0.4, 0.8 and 1.2 atmosphere were studied. The results showed that subsurface irrigation significantly increases the EC, Na, Zn and Mg of the first layer of soil (0-15 cm), as compared to the surface irrigation. In subsurface irrigation as compared to the surface irrigation, the EC of the second layer (15-30 cm) and third layer (30-60 cm) was less. Also irrigation with groundwater increases the salinity of second and third layers as compared to the irrigation with wastewater. There is a significant difference between wastewater and groundwater in the second layer (P 0.05). The amount of Mg, OM and K in the first and second layers irrigated by wastewater is significantly greater than those irrigated by groundwater. The appearance and chemical characteristics of turf showed that application of wastewater does not have significant difference on colour, density of turf and absorption of N, Fe and Zn by turf. Irrigation with wastewater has significant effect on height, yield and K and P uptake of turf as compared to the groundwater. The irrigation methods have no significant effect on turf characteristics. The results showed that the pressure significantly changes porous pipe discharge (P 0.05). The application of wastewater increases the discharge of porous pipe and this increase is significant in pressure of 0.4 atm (P 0.05). Also, the effect of time on discharge was significantly different (P 0.01). The results of laboratory experiments showed that the discharge uniformity of porous pipe decreases with increasing the applied pressure.