Clay particle retention in small constructed wetlands.
Constructed wetlands (CWs) can be used to mitigate non-point source pollution from arable fields. Previous investigations have shown that the relative soil particle retention in small CWs increases when hydraulic load increases. This paper investigates why this phenomenon occurs, even though common retention models predict the opposite, by studying clay and silt particle retention in two Norwegian CWs. Retention was measured with water flow proportional sampling systems in the inlet and outlet of the wetlands, and the texture of the suspended solids was analyzed. The surface area of the CWs was small compared to the watershed area (approximately 0.07%), giving high average hydraulic loads (1.1 and 2.0 md(-1)). One of the watersheds included only old arable land, whereas the other included areas with disturbed topsoil after artificial land leveling. Clay particle retention was 57% for the CW in the first watershed, and 22% for the CW in the disturbed watershed. The different behavior of the wetlands could be due to differences in aggregate size and stability of the particles entering the wetlands. Results showed that increased hydraulic loads did affect CW retention negatively. However, as runoff increased, soil particles/aggregates with higher sedimentation velocities entered the CWs (e.g., the clay particles behaved as silt particles). Hence, clay particle settling velocity is not constant as assumed in many prediction models. The net result was increased retention.
Braskerud
B C
BC
Norwegian Centre for Soil and Environmental Research, Jordforsk, Frederik A Dahls vei 20, N-1432 AS, Norway. bent.braskerud@jordforsk.no
D000538:Aluminum Silicates; D000077215:Clay; D003247:Conservation of Natural Resources; D017753:Ecosystem; D005427:Flocculation; D008962:Models, Theoretical; D010316:Particle Size; D012987:Soil; D014872:Water Movements
D000538:Aluminum Silicates; D012987:Soil; D000077215:Clay