Geology_Lab1

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University of Colorado, Denver *

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1011

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Geography

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Dec 6, 2023

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EXERCISE 4 GEOGRAPHY 1011 HILLSLOPES AND MASS WASTING Turtle Mountain Landslide On the map found on the following page, identify and label the failure plane, and the slide debris. Sketch a topographic profile·from the head of the failure plane (point A) to the toe of the debris (point C). Your sketch need not be exactly to scale, but it should show the relative change in elevation and the important topographic differences between the failure plane and slide debris. Now, find the slope of the failure plane between the points labeled A and B. Remember, to find the slope, in degrees, we calculate: slope= tan -1 (rise/run) rise H = -2800 ft. run L= 3600 ft. tan¢= 1.2857 slope : - 0.6610 degrees Compare your answer with the angle of internal friction for typical soil masses, given on page 3 of the lab handout. What did you find? On the handout, in typical noncohesive soils, the angle of internal friction tends to be 0.6. The measurements in this lab have a value of 1.2857, which is about twice as large. Obviously, this slide didn't just stop at the base of the slope; it appears to have traveled well beyond.
This is a unique characteristic of large landslides: they seem to travel much farther than our simple analysis above would indicate (by analogy to the block on the inclined plane: it is as though the block kept sliding once it reached the end of the plane; how can it keep sliding on a flat surface?). Let's determine the angle of internal friction for the entire slide. To do this, H will be the height over which the debris fell (the same number you used above for the rise). Find L, the total distance traveled, from the head of the failure (pt. A) to the end of the debris (pt. C). H= 2800 ft. L= 7100 ft. Then use the equation to find tan ø = 2.5357 slope= 37.56 degrees No one really knows why large landslides travel so far. Some have postulated that the slide rides on a cushion of air, but we've seen them on the moon, and the moon has no air. Others have postulated that the slide moves more like a fluid, but evidence from these slides suggests the debris does not get very mixed up like it would in a fluid. In other words, once the slide comes to rest, blocks in the debris tend to be found in the same relative position as where they started. Whatever the case, you found here that, in comparison to simple landslides, the Turtle Mountain landslide had a higher / lower (circle your answer) coefficient of internal friction. Pickle Prairie Earthflow
Earthflows are very common in the Coast Ranges of California. The features originate in highly sheared sedimentary rocks and can move at rates of several meters per year. On the next page is a figure that shows the downslope displacement of a surveyed stake- line across the earthflow. At the time of the initial survey on April, 1989, the stake-line was straight (along a line corresponding to the x-axis. Assume all measurements thereafter were made the first of each month. What is the approximate maximum total distance of movement between April 1, 1989 and June 1, 1990? 10.8 meters Based on the value above (#5), calculate the average downslope rate of movement between the first survey and most recent survey (show your calculations). _14 total number of months - from April 1989 to June 1990 0.77 meters/month - 10.8/14 8.65 meters/year - 6.5+10.8/2 = 8.65 The rate calculated in #6 is for the movement of the surface of the earthflow. The rate of movement in earth flows actually decreases with depth because of resistant frictional forces. Calculate the average velocity of the earthflow assuming it is 80% of the surface rate. 0.77(avg velocity from #5)*0.8(80 percent of the rate) = 0.616 m/month
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0.616*12 = 7.392 meters/year Based on the Classification for Rates of Movement chart from page 1 of the handout, how would you classify the average velocity of the Pickle Prairie Earthflow? - Extremely slow, in both, the m/year is much larger than 1.5 m/year or 0.3 m/5 years. High rates of earthflow movement tend to correlate well with times of greatest precipitation. Based on this information, which consecutive 4-month period do you think was the wettest?( note that each measurement is a 2-month period ) February 1990- June 1990