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'Analyze This!' Taking the Guesswork out of Broken-Back Culvert Analysis

机译:“分析一下!”从折断涵洞分析中取出Guesswork

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摘要

For many years, highway designers at the Nebraska Department of Roads (NDOR) have faced the difficult task of building culverts at locations that have an inlet substantially higher than the outlet. This requires the construction of "broken-back" culverts, which have either one or two breaks in the vertical alignment (Figure 1). The hydraulic performance of these culverts, however, has been unpredictable. Field inspections of broken-back culvert installations did not reveal many clues about performance. Some locations experienced scour-the loss of sediment-at the outlets; in others, silt had plugged the entire outlet section; and yet other locations had neither scour nor sedimentation.
机译:多年来,内布拉斯加州道路局(NDOR)的公路设计师面临着在入口比出口高得多的位置建造涵洞的艰巨任务。这需要构造“断背”涵洞,在垂直方向上有一个或两个裂口(图1)。但是,这些涵洞的水力性能是不可预测的。对折返式涵洞装置的现场检查并未发现许多有关性能的线索。有些地方在出口遭受冲刷(泥沙流失)。在其他情况下,淤泥堵塞了整个出水口。而其他地方既没有冲刷也没有沉淀。

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