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Volume 34 Issue 5
Oct.  2015
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Article Contents
LI Yu-hui, DING Zhi-qiang, QIN Na, YU Xiao-ya, CHEN Xing-bo, ZHOU Tian-xiu, LIU Cheng-jing, HE Neng. Study on limestone horizontal corrosive grooves in karst depressions[J]. CARSOLOGICA SINICA, 2015, 34(5): 421-430. doi: 10.11932/karst20150501
Citation: LI Yu-hui, DING Zhi-qiang, QIN Na, YU Xiao-ya, CHEN Xing-bo, ZHOU Tian-xiu, LIU Cheng-jing, HE Neng. Study on limestone horizontal corrosive grooves in karst depressions[J]. CARSOLOGICA SINICA, 2015, 34(5): 421-430. doi: 10.11932/karst20150501

Study on limestone horizontal corrosive grooves in karst depressions

doi: 10.11932/karst20150501
  • Publish Date: 2015-10-25
  • This study simulates the corrosive effects of water on the development of horizontal karst grooves with analogous cases to the karst depressions in Yunnan Shilin area, China, by using testing pillars made of calcium oxide powder(CaO) and halite (NaCl), respectively. Experimental results show that semi-circular bottleneck-shaped horizontal grooves, annular bottleneck horizontal grooves, inclined grooves, and dual-layered horizontal grooves formed, respectively, under the environments of moving water of lake, canal , stagnant water lake and karst wetland. No grooves developed in the soil layer along the lakeshore high concave slopes. Moreover, the growth rate of horizontal solution grooves in halite pillar (i.e. 1.2~4.56 cm/h) was much higher than that of calcium powder one (as 0.0004~0.0089 cm/h). Meanwhile, in the pillars of same materials, the solution groove growth rate in flowing water was 3~22 times as much as that in stagnant water; and the rate in water was two times as much as that in soil with normal moisture content. There are diverse types and extremely large quantity of solution grooves developed in the karst depressions and karst lakes & wetlands in the Shilin area. Among them, the horizontal grooves, with the shapes of semicircular bottleneck, annular bottleneck and annular half curved face, respectively reflect the fluctuated water environments as lakeshore and central areas of lake & wetland, where the measured average depth of the solution grooves is 63.95±33.40 cm with significant differences with sites and altitudes. The average corrosive rate of solution grooves can usually be presented by the difference value of the integrated corrosive rate of carbonate rocks (i.e., 135 mm·ka-1, or 1.5 times of the chemical dissolution rate of the carbonate rocks) and the air-rock interface’s corrosive rate (i.e. 5.2 mm·ka-1), from which the growth time length of the horizontal groove can be sorted out. As a result, the mean growth time length of the limestone horizontal grooves in the Shilin karst depression area is about 4.92±2.573 ka. Accordingly, it can be speculated that the horizontal grooves were initially produced around five thousand years ago at the rock bottom in the karst depressions; at that beginning stage, the areal density of the karst lakes & wetlands was 16% in this area which belonged to karst lake/wetland plateau landform with a year-round humid and high rainfall climate. However, at present, the density has been reduced to only 0.5% due to the dramatic change in the areal size of lakes & wetlands, which also implies the heavy impact of climate change and intensive human activities on the karst environment.

     

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