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Environmental Effects of Applying Composted Organics to New Highway Embankments: Part 2. Water Quality Part 3. Rill Erosion

机译:在新的公路路堤上使用堆肥有机物的环境影响:第2部分。水质第3部分。河蚀

摘要

Control of stormwater runoff and soil erosion on highway construction sites is a concern for state departments of transportation and municipalities. Composted organics are viewed as an alternative approach to improve construction site soils and to reduce runoff and soil erosion. The objective of this study is to evaluate the use of blanket-applied composted organics on rill erosion as compared to soils. Rill erosion was measured on three composted organics applied at 5 and 10 cm depths, a topsoil treatment (15 cm application), and the existing soil (control) on a highway embankment with a three-to-one sideslope (33%). Treatments were tested using rainfall simulation at a target rate of 100 mm/h and simultaneously adding five inflows at the top of the rill on both vegetated and unvegetated plots. Rill erosion on blanket-applied compost treatments was measured, and the usefulness of the shear stress model for predicting rill erosion on compost-treated areas was assessed. Rill erodibilities and critical shear values were calculated for all treatments using the shear stress model that was originally developed for soil. Rill erodibilities were higher on topsoil-treated plots than on control and compost-treated areas. Yard waste had significantly lower rill erodibility than all other compost and soil treatments. There were no significant differences between critical shear values for the composts and soil. Yard waste compost exhibited greater resistance to rill formation than the biosolids and bio-industrial composts or the two soils. Low R2 values for compost erodibility and critical shear suggest that the shear stress model used in this analysis is not well suited for use with composted organics. Detachment caused by flotation of low-density particles, and bridging caused by coarse particles lodging farther down the slope, are believed to be two rill erosion mechanisms in compost that the shear stress model does not adequately address.
机译:控制公路施工现场的雨水径流和水土流失是国家交通运输部门和市政当局关注的问题。堆肥有机物被视为改善施工现场土壤并减少径流和土壤侵蚀的替代方法。这项研究的目的是评估与土壤相比,毯式施用的堆肥有机物对小溪侵蚀的作用。测定了在5到10厘米深度下施用的三种堆肥有机物,表土处理(15厘米施用)和公路路堤上具有三比一的边坡(33%)的现有土壤(对照)的河谷侵蚀。使用降雨模拟以100 mm / h的目标速率测试处理效果,同时在无植被和无植被地块的小溪顶部同时增加5个入流。测量了在毯子覆盖的堆肥处理中的河谷侵蚀,并评估了剪应力模型对堆肥处理区域的河谷侵蚀进行预测的有用性。使用最初为土壤开发的剪切应力模型,对所有处理均计算出了小腿可渗透性和临界剪切值。在表层土壤处理过的地块上,田ill的透湿性高于对照和堆肥处理过的地区。与所有其他堆肥和土壤处理方法相比,庭院废料的钻孔侵蚀性明显降低。堆肥和土壤的临界剪切值之间没有显着差异。与生物固体和生物工业堆肥或两种土壤相比,庭院废料堆肥对小孔形成的抵抗力更大。堆肥易蚀性和临界剪切力的R2值较低,表明该分析中使用的剪切应力模型不适用于堆肥有机物。低密度颗粒的浮选引起的脱开,以及更深的颗粒在斜坡上的沉降引起的桥接被认为是堆肥中的两种钻孔侵蚀机制,其剪切应力模型未能充分解决。

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