APPLICATION OF THE MODIFIED UNIVERSAL SOIL LOSS EQUATION (MUSLE) IN THE PREDICTION OF SEDIMENT YIELD IN AGEWMARIAM EXPERIMENTAL WATERSHED; TEKEZE RIVER BASIN, NORTHERN ETHIOPIA
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Date
2022-10-20
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Hawassa University
Abstract
The severe effect of soil and water resource degradation in Ethiopia is putting pressure to
take soil and water erosion control measures. To support the planning, management, and
appropriate use of the soil and water resources the Modified Universal Soil Loss Equation
(MUSLE) was used to model eventual sediment loss in Agewmariam experimental
watershed. The model uses different methods for the estimation of the runoff energy, soil
erodibility, slope length & steepness, cover management, and support practice factors input
parameter values; so that calibration, evaluation, and validation of parameter values
become mandatory. The model input parameters were collected from a combined process of
field observation, laboratory analysis, Google Earth Pro, and GIS processing while cover
management and support practice are adopted from literature. Analysis of input parameters
was done with the help of ArcGIS and MS-EXCEL. The input parameter maps were overlaid
to assign a value and the combined effect of the parameters for the suspended sediment yield
was calculated on a raster calculator. The runoff energy factor is the most sensitive
parameter followed by the slope length and steepness factor. For the calibration period, the
event-based mean observed and estimated suspended sediment yields were 0.2 and 0.23
ton/ha respectively with a little overestimation; while for the validation period, is 0.7 and
0.53 ton/ha with great underestimation. The model evaluation shows a 0.85 coefficient of
determination, a 0.85 coefficient of efficiency, and an index of agreement value of 0.96 for
the calibration period which can be considered a good model performance, whereas a 0.84
coefficient of determination, 0.65 coefficient of efficiency, and an index of agreement value
of 0.83 for the validation period. The result revealed the use of the MUSLE model in its
original form without calibration is not proper. The evaluation result shows the model with
the appropriate calibration is a good estimator of sediment yield so that it can be used for
spatial prioritization of soil and water conservation need within the watershed or
extrapolated to the neighboring similar watersheds
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Keywords
MUSLE, Sediment yield, Rating Curve, Curve Number, Agewmariam WS
