RILL EROSION ON A STRUCTURALLY DEGRADED SANDY LOAM SURFACE SOIL

Citation
Bw. Murphy et Tc. Flewin, RILL EROSION ON A STRUCTURALLY DEGRADED SANDY LOAM SURFACE SOIL, Australian Journal of Soil Research, 31(4), 1993, pp. 419-436
Citations number
38
Categorie Soggetti
Agriculture Soil Science
ISSN journal
00049573
Volume
31
Issue
4
Year of publication
1993
Pages
419 - 436
Database
ISI
SICI code
0004-9573(1993)31:4<419:REOASD>2.0.ZU;2-R
Abstract
This study reports on the degree of rill erosion from a 0.65 ha site w ith a hardsetting red duplex soil having a structurally degraded surfa ce soil. Rill erosion was measured after a series of relatively low in tensity rainfall events (all <1 yr return period) that resulted in abo ve average rainfall over a period of 78 days. The rill erosion was est imated by measuring the volume of rills in the field. The soil charact eristics indicated that the soil was a structurally degraded soil with low aggregate stability (2-5% of total soil), very low organic matter levels (0.91% for 0-50 mm) and relatively high bulk density (1.56 g/c m3). The low aggregate stability resulted in the rapid breakdown of so il aggregates and settling of the soil under rainfall causing surface crusting and low infiltration rates (4.08 mm/h) as well as decreasing depressional storage. This resulted in high runoff and rill erosion, t he total volume and mass of soil loss being equivalent to 48.3 m3/ha a nd 78.0 t/ha respectively. This high level of soil loss was considered to result from the combination of the poor structural condition of th e soil, the tilled or loosened soil condition at the onset of the rain fall events, the duration and number of the low intensity rainfall eve nts and the low evaporation rates between rainfall events. The results suggest that to reduce soil loss to acceptable levels under the condi tions of the study, it is necessary to adopt management practices that increase surface cover, maintain infiltration rates, reduce tillage a nd increase soil aggregate stability in combination with erosion contr ol earthworks. The study also looked at the prediction of soil loss us ing the USLE equation, and confirmed that the equation should not be u sed to predict erosion for individual events or erosion resulting from concentrated flow, rather it should be used to estimate expected long -term soil loss for a particular soil under a given set of management practices.