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>Fluvial Geomorphology, Root Distribution, and Tensile Strength of the Invasive Giant Reed, Arundo Donax and Its Role on Stream Bank Stability in the Santa Clara River, Southern California
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Fluvial Geomorphology, Root Distribution, and Tensile Strength of the Invasive Giant Reed, Arundo Donax and Its Role on Stream Bank Stability in the Santa Clara River, Southern California
Arundo donax (giant reed) is a large, perennial grass that invades semi-arid riparian systems where it competes with native vegetation and modifies channel geomorphology. For the Santa Clara River, CA, changes in channel width and intensity of braiding over several decades are linked in part to high flow events that remove A. donax. Nevertheless, the area of A. donax at the two study sites increased fivefold over a period of 28 years at one site and fourfold over 15 years at the second site. Effects of A. donax on bank stability are compared to those of a common native riparian tree—Salix laevigata (red willow)—at two sites on the banks and floodplain of the Santa Clara River. There is a significant difference of root density of A. donax compared to S. laevigata and the latter has a higher number of roots per unit area at nearly all depths of the soil profile. Tensile root strength for S. laevigata (for roots of 1–6 mm in diameter) is about five times stronger than for A. donax and adds twice the apparent cohesion to weakly cohesive bank materials than does A. donax (8.6 kPa compared to 3.3 kPa, respectively). Modeling of bank stability for banks of variable height suggests that S. laevigata, as compared to A. donax, increases the factor of safety (FS) by ~60% for banks 1 m high, ~55% for banks 2 m high and ~40% for banks 3 m high. For 3 m high banks, the FS for banks with A. donax is <1. This has geomorphic significance because, in the case of A. donax growing near the water line of alluvial banks, the upper 10–20 cm has a hard, resistant near-surface layer overlying more erodible banks just below the near-surface rhizomal layer. Such banks may be easily undercut during high flow events, resulting in overhanging blocks of soil and A. donax that slump and collapse into the active channel, facilitating lateral bank erosion. Therefore, there is a decrease in the lateral stability of channels if the mixed riparian forest is converted to dominance by A. donax.
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机译:Arundo Donax(巨型芦苇)是一个大型的多年生草,侵入半干旱的河岸系统,在那里它与本地植被竞争并改变渠道地貌。对于Santa Clara River,CA,几十年来的频道宽度和辫状强度的变化部分与移除A. DONAX的高流量事件有关。尽管如此,两项研究网站的A唐纳克斯面积在一个站点的28年来增加了五倍,第二个网站超过15年的四倍。 A. DONAX对银行稳定性的影响与普通的土着河南山盐侠萨拉维亚(红柳队) - 在银行和Santa Clara River的洪泛区上的两个网站。与S. laevigata相比,A. Donax的根密度有显着差异。后者在几乎所有深度的土壤剖面上具有每个单位区域数量较多的根。 S. Laevigata的拉伸根强度(对于直径1-6毫米的根)比A. DONAX为大约五倍,并且增加了两倍的表观内聚力,而不是A. DONAX(8.6kPa与3.3相比KPA分别)。适用于可变高度银行的银行稳定性建模表明,与ANAX相比,S. Laevigata增加了安全(FS)的因素,对银行1米高,银行的〜55%〜55%银行3米高40%。对于3米高的银行,有A. Donax的银行的FS是<1。这具有几何意义,因为在A. Donax在冲积群水线附近生长的情况下,鞋面10-20cm具有较硬,耐近表面层,覆盖在近表面根茎层下方的更易于侵蚀的堤岸。这种银行在高流量事件中可能很容易削弱,导致土壤和A的悬垂块塌陷和坍塌进入活跃通道,促进侧面堤坝侵蚀。因此,如果混合的岩石森林被A. DONAX转换为优势,则通道的横向稳定性降低。
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