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Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … ·...

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West Lost Trail Creek West Lost Trail Creek Sturzstrom Sturzstrom : A : A Composite Landslide Composite Landslide J. David Rogers J. David Rogers Department of Geological Engineering Department of Geological Engineering University of Missouri University of Missouri - - Rolla Rolla Nicholas H. Beckmann Nicholas H. Beckmann Bureau of Bridges and Structures Bureau of Bridges and Structures Illinois Department of Transportation Illinois Department of Transportation
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Page 1: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

West Lost Trail Creek West Lost Trail Creek SturzstromSturzstrom: A : A

Composite LandslideComposite LandslideJ. David RogersJ. David Rogers

Department of Geological EngineeringDepartment of Geological EngineeringUniversity of MissouriUniversity of Missouri--RollaRolla

Nicholas H. BeckmannNicholas H. BeckmannBureau of Bridges and StructuresBureau of Bridges and Structures

Illinois Department of TransportationIllinois Department of Transportation

Page 2: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• The 1991 West Lost Trail Creek Landslide occurred on the boundary of the Pole Creek Mountain and Finger Mesa 7.5-min quadrangles in the upper Rio Grande watershed.

Page 3: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

West Lost Trail Creek LandslideWest Lost Trail Creek Landslide

• 8 million cubic meters of rock debris slid down slope in about 25 to 30 seconds, between elevations of 12,400 and 11,000 feet. Pole Creek Mtn lies at el. 13,716 ft. Photo by Dave Noe

Page 4: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

1991 West Lost Trail Creek 1991 West Lost Trail Creek LandslideLandslide

• Occurred on Tuesday afternoon July 30, 1991• Eyewitness account and photos suggest that slide

began as a series of en-echelon rock slumps and transitioned into a debris avalanche.

• Material translated approximately 1 km in 25-30 seconds; with an average velocity about 115 ft/sec, or 78 mph

• Slide flowed into West Lost Trail Creek Valley creating a landslide dam.

Page 5: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• View looking up at the debris field from the distal toe

Page 6: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

DISTAL RIM OF DISTAL RIM OF STURZSTROMSTURZSTROM TOETOE

• The slide gouged up portions of the indurated valley bottom like a giant dozer blade. The slide appears to have stopped rather suddenly, leaving a steeply inclined toe 3 to 5 m high.

Page 7: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

19901990--91 was an exceptional year91 was an exceptional yearAnnual Precipitation at Rio Grande Reservoir, Colorado

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35

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Year

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AnnualPreicpitation

AveragePrecipitation

• The seasonal precipitation was 165% of normal during the water year preceding the landslide

Page 8: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• Aerial photo imaged in September 1998 showing the lake formed along West Lost Trail Creek and the isolated ponds throughout the debris field

Page 9: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• 10 m Digital Elevation Models for the Pole Creek Mountain and Finger Mesa quadrangles, based on September 1998 photos

Page 10: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• Landslide inventory map created on a shaded relief DEM covering 65 km2 area surrounding the subject landslide (arrow)

Page 11: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• Oblique view of the 1991 West Lost Trail Creek landslide on the10 m DEM prepared from 1998 photos using MicroDEM/Terrabase II

Page 12: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• Portion of shaded 10 meter DEM at head of the valley, about 3 km upstream of the 1991 landslide. Note blocks greater than 100 meters across are easily discerned in the DEM

Page 13: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• Landslide inventory map of upper West Lost Trail Creek watershed

Page 14: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• Landslide inventory map of the West Lost Trail Creek area on pre-slide topography. Dashed line surrounds the 1991 slide area. Note pre-existing slumps and flows.

Page 15: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• The 1991 event appears to have initiated as a series of retrogressive rotational slumps, progressing upslope over a period of 10 to 15 minutes

Page 16: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• As the entire mass mobilized and began moving down slope, the lower portion detached and fluidized.

Page 17: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• The disaggregated material detaches and flows as a sturzstrom rockslide avalanche

Page 18: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• Cross section through 1991 sturzstrom after movement ceased, showing the various components of the slide mass

Page 19: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

WHAT IS A STURZSTROM ?WHAT IS A STURZSTROM ?• Sturzstroms are rockfall avalanches or rockflow rubble

streams which are characterized by movement at great speed over excessive distances

• Heim (1932) observed that sturtzstroms require:- a minimum volume of 500,000 cubic meters of rock - an initial fall height of at least 150 meters (500 ft)- slope of at least 25 degrees

• Legros (2002) and Iverson (2003) have shown that strurztsroms translate greater distances because of their conservation of mass and momentum

Page 20: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• Surface of the debris field filling the valley bottom, looking downstream.

Page 21: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

SturzstromsSturzstroms characterized by:characterized by:

• Near complete loss of interparticle shear stress while moving more than some minimum speed- conservation of mass and momentum appears to drive the phenomenon

• Conforms to fluid-like flow path• Dilates like fluid on low gradient runout slope.• As spreading and dilation occur, basal friction

increases, resulting in rapid deceleration.

Page 22: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• Energy Line Models used for evaluating sturzstroms. Complete detachment only occurred below el. 11,480’

• The lower ELM predicted runout (1926 ft) within 10% of that observed (1739 ft) and should have taken 32 seconds to decelerate (25 to 30 estimated by observer)

Page 23: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

Varying Particle SizesVarying Particle Sizes

• Particle size ranges between about 6 inches and almost 50 feet. Water percolates through with ease

Page 24: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

Impoundment of West Lost Trail CreekImpoundment of West Lost Trail Creek

• An 8 acre lake has backed up behind the debris dam• Water is percolating through the debris field

Page 25: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

What factors control removal of What factors control removal of landslide dams?landslide dams?

1. Hydraulic conductivity of slide mass (a. amount of fines in the debris; b. characteristics of bed load; and c. volume of bed load delivered to the site)

2. Tributary watershed upstream of the dam site3. Volume of water impounded behind the landslide

dam (available stream power for downcutting)4. Volume of the slide mass blocking any potential

outlet5. Hydraulic grade of this same outlet path6. Erodability of the slide debris (cohesion, slake

durability and abrasion) or the country rock

Page 26: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

Life Expectancy of a Landslide DamLife Expectancy of a Landslide Dam• Erosion may not play a significant role here because

water is freely percolating through the debris (very few fines at this location)

• Ratio of lake volume (36 ac-ft) to the slide volume (10.46 million yds3) and watershed area (11.5 mi2) is much smaller than most large landslide dams

• By comparison, the 1925 Gros Ventre Landslide impounded a lake volume of 164,000 ac-ft with a slide volume of 50,000,000 yds3 and tributary watershed of 596 mi2

Page 27: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

A FUNDAMENTAL AXIOMA FUNDAMENTAL AXIOM

• If we want to predict which physical processes are operative in a given area or how long such processes take to occur; all we have to do is look over the area carefully, searching for similar features and evaluate these critically

• In this case, we didn’t have to look far• An even larger sturzstrom occurred just

upstream of the 1991 event

Page 28: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• 10 m contour map of the slide area showing 1991 slide and larger prehistoric event immediately upstream

Page 29: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

• The sturzstrom which detached from Pole Creek Mountain has been circumvented by the channel

Page 30: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

Possible OutcomesPossible Outcomes• Prehistoric landslide dams upstream seem to have

been gradually excavated by low stream power flow rather than by high energy short-pulse overtopping with catastrophic outbreak floods

• Within the next 250 to 500 years the slide mass may collect enough fines from West Lost Trail Creek to progressively inhibit infiltration at the upstream end

• The pond could then encroach the debris field and gradually spill sufficient discharge to develop a series of quasi-stable rapids, similar to what presently exists immediately upstream

Page 31: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

Ample evidence of past Ample evidence of past landslippagelandslippage

• Channel profile along West Lost Trail Creek. The convex-upward profile is diagnostic of a channel containing more debris than it has hydraulic capacity to remove (Hack, 1973).

Page 32: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

Future Risk of Slope FailureFuture Risk of Slope Failure

• Several older slides preexisted the 1991 event; it appears these lacked the requisite mass and initial fall (momentum) to become strurzstroms

• Future catastrophic failure unlikely, because:- Upper slide mass does not appear to be of sufficient triggering volume- Main cause of 1991 slide is the low strength of the San Juan Tuff, which has been buttressed by the1991 slide debris.

Page 33: Analysis of the West Lost Trail Creek Landsliderogersda/composite_landslides/AEG-Vail West … · composite landslide, with the portion below elevation 11,500 feet mobilizing as a

CONCLUSIONSCONCLUSIONS• West Lost Trail Creek valley is blanketed by active

and dormant bedrock landslides developed mostly within the San Juan Tuff

• The 1991 West Lost Trail Creek Slide appears to be a composite landslide, with the portion below elevation 11,500 feet mobilizing as a sturzstrom rockslide avalanche.

• Although there is an abundance of slide activity in this portion of the San Juan Mountains, sturzstromsappear to be relatively infrequent events


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