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Estimating the position and variability of buried bedrock surfaces in the St. Louis metro area

机译:估算圣路易斯大都会地区掩埋基岩表面的位置和变化

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The precise position of bedrock surface is the most important variable for evaluating seismic site response. The subsurface data suggest that the bedrock elevations in the St. Louis area are proportional to ground surface elevation, and bedrock depths tend to thin in dissected, loess-covered uplands. Automated contour maps of the estimated bedrock depth or elevation are commonly constructed using geographical information systems (GIS) that employ various interpolation algorithms. In deeply incised terrain interpolation techniques often make erroneous predictions because they tend to under- or overestimate surfaces influenced by paleolandscapes, such as incised channels that are subsequently filled, or by employing single contour models across areas of differing geomorphic settings. This paper compares two different models for estimating dissected and/or eroded bedrock surfaces beneath the greater St. Louis area, which varies with the geomorphic setting. These models include: 1) the depth-to-bedrock derived from ordinary kriging, and, 2) bedrock elevations derived from cokriging. Cross-sections derived from the GIS programs suggest that the estimated depth-to-bedrock tend to simplify the actual situations because they assume near-constant thickness between data points, ignoring natural undulations caused by previous erosion. These simplified surfaces of depth-to-bedrock were adjusted by considering data, which does not pierce the bedrock interface. The estimated bedrock elevation does not conform to local topographic variations in rugged, hilly terrain, and tends to over-smooth the natural undulations caused by stream incision. In rugged, deeply incised terrain the interpolation of bedrock depths yields more realistic estimates of the buried bedrock surface than those derived from bedrock elevations. In the major Holocene floodplains, we developed a technique employing complex curve-fitting of channel cross-sections to produce more realistic estimations of the spatial variability of depth-to-bedrock within the deeply-incised channels.
机译:基岩表面的精确位置是评估地震现场响应的最重要变量。地下数据表明,圣路易斯地区的基岩标高与地表标高成正比,而在解剖的,黄土覆盖的高地上,基岩的厚度往往较薄。通常使用采用各种插值算法的地理信息系统(GIS)来构造估计的基岩深度或高程的自动轮廓图。在深度切开的地形中,插值技术常常会做出错误的预测,因为它们往往会低估或高估受古地貌影响的表面,例如随后被切开的切开的河道,或者通过在不同地貌设置区域中使用单一轮廓模型。本文比较了两种不同的模型来估计更大的圣路易斯地区下的被解剖和/或侵蚀的基岩表面,这些模型随地貌环境而变化。这些模型包括:1)普通克里金法得出的基岩深度,以及2)协同克里金法得出的基岩标高。从GIS程序得出的横截面表明,估计的基岩深度趋于简化实际情况,因为它们假定数据点之间的厚度接近恒定,而忽略了先前侵蚀造成的自然波动。通过考虑数据来调整这些简化的基岩深度表面,这些数据不会穿透基岩界面。估计的基岩高程不符合崎,不平的丘陵地形中的局部地形变化,并且往往会使因溪流切口而引起的自然起伏过大。在崎,不平的深层地形中,基岩深度的内插比从基岩高程得出的估计更真实地估计了被埋基岩表面。在主要的全新世洪泛区中,我们开发了一种技术,该技术利用河道横截面的复杂曲线拟合来对更深的河道内基岩深度的空间变异性做出更实际的估计。

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