Phosphorous sorption by Filtralite P--small scale box experiment.

Phosphorus (P) sorption of light weight aggregate, Filtralite P has been examined through a box experiment which imitates a horizontal subsurface flow wetland system. The results showed that after the P breakthrough, the outlet P concentration increased with time according to the amount of P applied. Small scale boxes with a high inlet P concentration (15 ppm) and high loading rate (5-2.5 L d(-1)) reached 90% saturation level relatively quickly (after about 150 days of operation), while the boxes with low hydraulic loading rate (1.25 L day(-1)) were 70-90% saturated after 18 months of operation. The total P removal was dependent on pH, Ca, and the inlet P concentrations, but was independent of the hydraulic loading rate. Extraction of total P from the saturated filter material showed that the sorbed P accumulated within the inlet section of the box and decreased gradually towards the outlet as well as towards the bottom layer. Even after large amounts of Ca had leached out of the system, Filtralite P still had a very high P removal capacity. After resting periods the P sorption capacity of the material was regenerated, the P concentration in the effluent decreased by 22-53%.

Salinity effect on the characteristics of saturated horizontal flow in small boxes containing Filtralite-P.

Constructed wetlands are ecological systems that have proven their efficiency in treating wastewater and reducing pollutants of concern in both warm and cold climate. Oversizing these systems is common in the design process due to the inadequate knowledge about water movement in the porous media used. This study investigates the saturated horizontal flow pattern in a lightweight aggregates especially made for use in constructed wetlands termed Filtralite P using computer tomography and a chloride tracer under different hydraulic loading rates and inlet concentrations in a laboratory box experiment. The salt concentrations showed a major effect on the retention time and the flow by enhancing short-circuiting, preferential flow pattern. A hydraulic loading rate of 25 cm day(-1) is suggested as the safest loading rate with Filtralite P under different ranges of wastewater concentrations with a possibility to use a loading rate of 50 cm day(-1) only with municipal wastewater and not the industrial wastewater. The computer tomography images indicated that flow was going first to the bottom and then fluidise upward with a sharp boundary between the incoming and ambient water.