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<br />44 <br /> <br />commonly, they are weathered rapidly by freeze-thaw action (Schumm <br /> <br />I--" <br />Wand Chorley, 1966). <br /><.0 <br />CiC Conditions and events associated with a wet climate are pictured <br /> <br />in Fig'ure 5.8b. In Figure 5.8a. the cliff scarp and the underlying <br /> <br />steep shale slope represents oversteepened yet relatively stable con- <br /> <br />ditions during the dry climate. However, the increased amounts of <br /> <br />moisture associated with a wetter climate would quick)y render the <br /> <br />scarp unstable. Based on landslide studies in general (Varnes, 1978), <br /> <br />instability could be due t.o some combination of increased seepage <br /> <br />pressures of percolating water in the shale, solution by water from <br /> <br />increased rainfall and snowmelt along the joints of the sandstone cap <br /> <br />rock and in the bedding planes of the shale, and increased over steep- <br /> <br />ening of the shale slope by accelerated erosion. In order' for the <br /> <br />escarpment to regain equilibrium, one or more massive rockslides would <br /> <br />occur. The water content and momentum associated with the slide <br /> <br />would cause the large volumes of slide material to move down the <br /> <br />already established piedmont drainages in the form of debris flows. <br /> <br /> <br />Figure 5.9 shows the debris flow nature of a pediment surface north <br /> <br />of Fruita, Colorado. <br /> <br />Sometimes during, or shortly after, the debris flow events, <br /> <br />the gravel layers were cemented with calc~te that was derived from <br /> <br />the shale and sandstone on the debris flows (Carter, 1980). Because <br /> <br />the sandstone is of low mechanical strength and because boulders up <br /> <br />to 4 m in diameter are in the gravel deposits. fluvial process~s could <br /> <br />not have been a major factor and the boulders would have to have <br /> <br />been buried rapidly. Debris flows occurring in relatively rapid <br />