Click on “Download PDF” for the PDF version or on the title for the HTML version. If you are not an ASABE member or if your employer has not arranged for access to the full-text, Click here for options. APPLICATION OF RECESSION ANALYSIS ON SUBSURFACE OUTFLOW FROM CONTROLLED DRAINAGEPublished by the American Society of Agricultural and Biological Engineers, St. Joseph, Michigan www.asabe.org Citation: Paper number 701P0304, . (doi: 10.13031/2013.15746)Authors: I. Wesström, G. Ekbohm, H. Linnér and I. Messing Keywords: controlled drainage, recession curves, temporary storage, peak flow, retention constant
The rate, amount and quality of water leaving agricultural land are to a great extent determined
by the design and management of any drainage system. In this paper, recession curves were used
to identify differences in storage-outflow relationships between two different subsurface
drainage systems, conventional and controlled drainage. A three-year (1996-1999) field
experiment was carried out on a loamy sand soil in southern Sweden. Plots with an area of 0.2
hectares were drained by conventional or controlled drainage, the latter allowing a certain control
of the groundwater level in the soil during the year. Measurements were performed to record
precipitation, drain outflow and groundwater levels. Selected recession curves of hourly
measurement of outflow behaved like single reservoirs, and a linear storage-outflow model was
applied. Least squares estimates of the parameters initial outflow (Q0), initial storage volume (S0)
and retention constant (k) were calculated for each curve. For conventional drainage, Q0 ranged
between 0.098 and 0.214 mm h-1, S0 between 7.2 and 15.5 mm and k between 39.7 and 103.8.
For controlled drainage, Q0 ranged between 0.092 and 0.426 mm h-1, S0 between 1.0 and 6.0 mm
and k between 4.7 and 29.8.
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