2篇
您的检索式：作者名="E. J. LANGENDOEN"
|
|
|
题名
|
作者
|
年代
|
出处
|
被引量
|
| 1 | Bank and near-bank processes in an incised channel显示文摘 | Andrew Simon Andrea Curini Stephen E. Darby Eddy J. Langendoen | 2000 | Geomorphology2000，，3： | 1 |
| 2 | CONTROL OF GULLY EROSION USING STIFF GRASSES显示文摘Concentrated flow can cause gully formation on sloping lands and in riparian zones. Current practice for riparian gully erosion control involves blocking the gully with a structure comprised of an earthen embankment and a metal or plastic pipe. Measures involving native vegetation would be more attractive for habitat recovery and economic reasons. To test the hypothesis that switchgrass (Panicum virgatum L.) hedges planted at 0.5-m vertical intervals within a gully would control erosion, a series of hedges was established in four concentrated flow channels. Two of the channels were previously eroded trapezoidal channels cut into compacted fill in an outdoor laboratory. The other two channels were natural gullies located at the edge of floodplain fields adjacent to an incised stream. While vegetation was dormant, artificial runoff events were created in the two laboratory gullies and one of the natural gullies using synthetic trapezoidal-shaped hydrographs with peak discharge rates of approximately 0.03, 0.07, and 0.16 m3/s. During these tests flow depth, velocity, turbidity, and soil pore water pressures were monitored. The fourth gully was subjected to a series of natural runoff events over a five-month period with peaks up to 0.09 m3/s. Flow depths in all tests were generally < 0.3 m, and flow velocities varied spatially and exceeded 2.0 m/s at the steepest points of the gullies. Erosion rates were negligible for controlled flow experiments, but natural flows in the fourth gully resulted in 1 m of thalweg degradation, destroying the central portions of the grass hedges, most likely due to the highly erodible nature of the soils at this site. Geotechnical modeling of soil steps reinforced with switchgrass roots showed factors of safety > 1 for step heights < 0.5 m, but instability was indicated for step heights >1 m, consistent with the experimental observations. | F. D. SHIELDS Jr. S. M. DABNEY E. J. LANGENDOEN D. M. TEMPLE | 2005 | International Journal of Sediment Research2005，20，4： | 0 |
您所在的机构暂未开通此部分的功能，请联系管理员