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ENVIRONMENTAL EFFECTS OF APPLYING COMPOSTED ORGANICS TO NEW HIGHWAY EMBANKMENTS: PART III. RILL EROSION

机译:将组合有机物应用于新的高速公路路基的环境影响:第三部分。坑蚀

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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 top soil-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 R{sup}2 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 panicles, 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,毯子施用的堆肥有机物对小溪侵蚀的作用。分别对三种堆肥有机物(分别在5和10厘米深度处施用),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)进行了土壤侵蚀测量。使用降雨模拟对处理进行了测试,目标速率为100 mm / h,同时在无植被和无植被地块的小溪顶部增加了5个入流。测量了毯子施用堆肥处理后的河道侵蚀,并评估了剪应力模型对堆肥处理区的河道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土壤的可锻性和临界剪切值。在顶部土壤处理过的地块上,田ill的透湿性高于对照和堆肥处理区。与所有其他堆肥和土壤处理方法相比,庭院废料的细孔可蚀性明显降低。堆肥和土壤的临界剪切值之间没有显着差异。堆场废料堆肥比生物固体和生物工业堆肥或两种土壤具有更大的抵抗小孔形成的能力。堆肥易蚀性和临界剪切力的R {sup} 2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。低密度圆锥花序的浮起引起的脱开,以及沿斜坡向下进一步沉积的粗颗粒造成的桥接,被认为是堆肥中的两种钻头侵蚀机制,其剪切应力模型未能充分解决。

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