期刊
EARTH SURFACE PROCESSES AND LANDFORMS
卷 47, 期 11, 页码 2796-2810出版社
WILEY
DOI: 10.1002/esp.5424
关键词
chemical weathering; critical zone thickness; drilling; Quaternary red clay; regolith; sandstone; seismic refraction
资金
- National Key Research and Development Program of China [2018YFC1800104, 2018YFC1801806, 2018YFE0107000]
- National Natural Science Foundation of China [41501228, 41571130051, 41771251, 41977003]
This study focuses on the effect of topography on the structure of the critical zone in a low hilly region. Seismic refraction and borehole surveys were conducted to examine the thickness of the regolith and the underlying bedrock. The results show that topography controls the distribution of different layers and the overall structure of the critical zone.
Characterizing the structure of the critical zone (CZ), which is often tens of metres deep, is challenging and crucial to understand earth surface processes. Existing findings on the effect of topography on CZ thickness focused exclusively on mountainous regions with steep slopes, not considering low hilly regions with gentle slopes. Seismic refraction and borehole surveys were conducted to characterize the effects of topography on a red soil CZ structure in the low hilly region of Jiangxi Province, subtropical China. This CZ is derived from Quaternary red clay (QRC) overlying Cretaceous sandstone bedrock. Regolith with a thickness of 8.2-9.5 m consisted of an upper layer of QRC (4.8-6.2 m thick) and a lower layer of weathered sandstone (2.6-4.0 m thick). The boundary between weathered and unweathered sandstone was identified by a Ca depletion profile and calcite weathering front. The boundary between the QRC and weathered sandstone was identified by morphological and textural features and a feldspar weathering front. The QRC had seismic refraction velocities <1.3 km s(-1), the weathered sandstone had velocities of 1.3-1.7 km s(-1), while the sandstone bedrock had velocities >1.7 km s(-1). Following the profile sequence downslope, regolith thickness decreased linearly with decreasing ground elevation. The linear fitted regression slope was <1. This was predominantly determined by QRC thickness, which in turn was mainly controlled by the difference between slopes of ground and bedrock surface and by surface erosion. Following the profile sequence across the slope, regolith thickness decreased linearly with decreasing ground elevation, with a slope of similar to 1. This was controlled by QRC thickness, which in turn was mainly controlled by surface erosion only, since the bedrock surface was nearly level. These results suggest that topography can control CZ structure in hilly regions with gentle slopes.
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