首页> 外文期刊>Catena: An Interdisciplinary Journal of Soil Science Hydrology-Geomorphology Focusing on Geoecology and Landscape Evolution >The geomorphic impacts of culverts at paved forest roads: Examples from Carpathian headwater channels, Czech Republic
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The geomorphic impacts of culverts at paved forest roads: Examples from Carpathian headwater channels, Czech Republic

机译:涵盖森林道路涵洞的地貌影响:捷克共和国喀尔巴阡山脉散热渠道的例子

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摘要

Road-stream crossings constructed with culverts have the potential to alter geomorphic processes in adjacent stream channels. We examined changes in channel geometry and bed sediments in longitudinal profiles related to culverts at five paved forest road crossings with perennial headwater streams and two gullies initiated by point releases of water through ditches. A dendrogeomorphic approach was used for dating of exposed tree roots and estimation of bank erosion rates in incised cross-sections downstream of road crossings. The studied forest road crossings concentrate surface runoff from the road net, act as stabilizing elements in stream longitudinal profiles and decelerate bedload transport in the case of culvert clogging, which caused notable upstream and downstream changes in fluvial processes. Notable fining of the coarsest fraction in upstream cross-sections was observed only for two culverts with the highest depositional tendencies. Much lower width-depth ratios ( 4) and typically higher channel slopes were measured in channel reaches downstream of the culverts, compared with upstream cross-sections. Two road-induced gullies typically had very low width/depth ratios close to 2. At five of a total of seven studied culverts, the highest documented erosion rates occurred immediately downstream of these structures. The mean annual erosion rates reconstructed from cross-sections at the positions of individual tree root samples ranged from 0.2 to 6.5 cm.year(-1), and the erosion occurred over 2-5 year intervals, depending on the studied location. The highest number of observed changes in cross-sectional geometry caused by channel erosion were connected with relatively high-magnitude flow events (with recurrence intervals > 10 years; specific discharge > 1500 l.s.km(-2)), whereas more frequent flows (with recurrence intervals of 2-10 years) were not always recorded by exposed tree roots.
机译:用涵洞修建的道路-河流交叉口有可能改变相邻河道的地貌过程。我们研究了五个铺筑的森林公路交叉口涵洞纵向剖面中河道几何形状和河床沉积物的变化,这些交叉口有常年源流和两个冲沟,由沟渠中的水点释放引发。树形方法用于测定暴露树根的年代,并估算道路交叉口下游切割横截面的河岸侵蚀率。所研究的森林道路交叉口集中了道路网的地表径流,在河流纵剖面中起到稳定因素的作用,并在涵洞堵塞的情况下减缓推移质运输,从而导致河流过程的显著上下游变化。仅在两个具有最高沉积倾向的涵洞中观察到上游横截面中最粗部分的显著变细。与上游横截面相比,涵洞下游河道段的宽深比要低得多(;4),河道坡度通常更高。两条道路形成的沟壑的宽度/深度比通常非常低,接近2。在总共七个研究涵洞中,有五个涵洞的侵蚀率最高,出现在这些结构物的下游。根据各个树根样本位置的横截面重建的年平均侵蚀率范围为0.2至6.5 cm。年(-1),侵蚀每隔2-5年发生一次,具体取决于研究地点。由河道侵蚀引起的横截面几何结构观察到的最大变化数与相对较高的流量事件有关(重现期>10年;比流量>1500 l.s.km(-2)),而更频繁的流量(重现期为2-10年)并不总是由暴露的树根记录。

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