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  • Wiley  (2)
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  • 1
    Publication Date: 2013-02-17
    Description: ABSTRACT Small-scale aerial photographs and high-resolution satellite images, available for Ethiopia since the second half of the 20th century as for most countries, allow only to determine the length of gullies in detail. Understanding the development of gully volume therefore requires to establish empirical relations between gully volume ( V ) and length ( L ) in the field. So far, such V – L relations were proposed for a limited number of gullies/environments and were especially developed for ephemeral gullies. In this study, V – L relations were established for permanent gullies in Northern Ethiopia, having a total length of 152 km. In order to take the regional variability in environmental characteristics into account, factors that control gully cross-sectional morphology were studied from 811 cross-sections. This indicated that the lithology and the presence of check dams or low-active channels were the most important controls of gully cross-sectional shape and size. Cross-sectional size could be fairly well predicted by their drainage area. The V – L relation for the complete dataset was V  = 0.562  L 1.381 ( n  = 33, r 2  = 0.94, with 34.9% of the network having check dams and/or being low-active). Producing such relations for the different lithologies and percentages of the gully network having check dams and/or being low-active allows to assess historical gully development from historical remote sensing data. In addition, gully volume was also related to its catchments area ( A ) and catchment slope gradient ( S c ). This study demonstrates that V – L and V – A x S c relations can be very suitable for planners to assess gully volume, but that the establishment of such relations is necessarily region-specific. Copyright © 2013 John Wiley & Sons, Ltd.
    Print ISSN: 0197-9337
    Electronic ISSN: 1096-9837
    Topics: Geography , Geosciences
    Published by Wiley
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  • 2
    Publication Date: 2015-09-20
    Description: ABSTRACT The use of drainage ditches on farmland has an impact on erosion processes both on-site and off-site, though their environmental impacts are not unequivocal. Here we study the runoff response and related rill erosion after installing drainage ditches and assess the effects of stone bunds in North Ethiopia. Three different land management systems were studied in ten cropland catchments around Wanzaye during the rainy season of 2013: (1) the exclusive use of drainage ditches (locally called feses ), (2) the exclusive use of stone bunds, and (3) a mixture of both systems. Stone bunds are an effective soil and water conservation technique, making the land more resistant against on-site erosion, and allowing feses to be installed at a larger angle with the contour. The mean rill volumes for the ten studied cropland catchments during the rainy season of 2013 was 3.73 ± 4.20 m 3  ha −1 corresponding to a soil loss of 5.72 ± 6.30 ton ha −1 . The establishment of feses causes larger rill volumes (R = 0.59, N. = 10), although feses are perceived as the best way to avoid soil erosion when no stone bunds are present. The use of feses increases event-based runoff coefficients (RC) on cropland from ca. 5% to values up to 39%. Also, a combination of low stone bund density and high feses density results in a higher RC, whereas catchments with a high stone bund density and low feses density have a lower RC. Peak runoff discharges decrease when stone bund density increases, whereas feses density is positively related to the peak runoff discharge. A multiple linear relation in which both feses and stone bund densities are used as explanatory variable, performs best in explaining runoff hydrograph peakedness (R 2  = 83%). This article is protected by copyright. All rights reserved.
    Print ISSN: 0197-9337
    Electronic ISSN: 1096-9837
    Topics: Geography , Geosciences
    Published by Wiley
    Location Call Number Expected Availability
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