Mass-Wasting, Classification and Damage in Ohio C
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Name These Glacial Features 1.) 1
Name these Glacial Features 1.) 1.)____________________________________ 2.) 2.) ___________________________________ 3.) 3.)_____________________________________ 4.) 4.) ____________________________________ Name these types of Glaciers 5.) 5.)___________________________________________ 6.) 6.) __________________________________________ 7.) 7.) __________________________________________ 8.) 8.) __________________________________________ True or False 9.) __________ The terminus marks the farthest extent of a glacier. 10.) _________ An arête is a bow or amphitheater shape in a glacier. 11.) _________CO2 levels are higher during glacial episodes. 12.) _________ Methane Hydrate breaks down into H20. 13.) _________ Glaciers exist on every continent. 14.) _________ The Great Lakes were created by glaciation. 15.) _________ Calving is a process that creates icebergs. 16.) ________ Glacier National Park is in Alaska 17.) ________ Alaska has 100 glaciers. 18.) ________ 75% of the world’s glaciers are retreating. 19.) ________ A glacier can move forward and retreat at the same time. 20.) ________ Ogives are alternating wave crests and valleys that appear as dark and light bands of ice on glacier surfaces. 21.) ________ A drumlin field east of Rochester, New York is estimated to contain about 100 drumlins. Short Answer 22.) Give a general definition of the milankovitch cycles. _________________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ -
Beyond the Angle of Repose: a Review and Synthesis of Landslide Processes in Response to Rapid Uplift, Eel River, Northern Eel River, Northern California
Portland State University PDXScholar Geology Faculty Publications and Presentations Geology 2-23-2015 Beyond the Angle of Repose: A Review and Synthesis of Landslide Processes in Response to Rapid Uplift, Eel River, Northern Eel River, Northern California Joshua J. Roering University of Oregon Benjamin H. Mackey University of Canterbury Alexander L. Handwerger University of Oregon Adam M. Booth Portland State University, [email protected] Follow this and additional works at: https://pdxscholar.library.pdx.edu/geology_fac David A. Schmidt Univ Persityart of of the W Geologyashington Commons , Geomorphology Commons, and the Geophysics and Seismology Commons Let us know how access to this document benefits ou.y See next page for additional authors Citation Details Roering, Joshua J., Mackey, Benjamin H., Handwerger, Alexander L., Booth, Adam M., Schmidt, David A., Bennett, Georgina L., Cerovski-Darriau, Corina, Beyond the angle of repose: A review and synthesis of landslide pro-cesses in response to rapid uplift, Eel River, Northern California, Geomorphology (2015), doi: 10.1016/j.geomorph.2015.02.013 This Post-Print is brought to you for free and open access. It has been accepted for inclusion in Geology Faculty Publications and Presentations by an authorized administrator of PDXScholar. Please contact us if we can make this document more accessible: [email protected]. Authors Joshua J. Roering, Benjamin H. Mackey, Alexander L. Handwerger, Adam M. Booth, David A. Schmidt, Georgina L. Bennett, and Corina Cerovski-Darriau This post-print is available at PDXScholar: https://pdxscholar.library.pdx.edu/geology_fac/75 ACCEPTED MANUSCRIPT Beyond the angle of repose: A review and synthesis of landslide processes in response to rapid uplift, Eel River, Northern California Joshua J. -
Geology and Seismicity
SECTIONNINE GEOLOGY AND SEISMICITY 9. Section 9 NINE Geology and Seismicity This section describes the major geologic regions that could be affected by project construction and operation and the potential environmental consequences of the alternatives. 9.1 AFFECTED ENVIRONMENT The following paragraphs summarize the geologic conditions and hazards that may be encountered during the construction and implementation of the alternatives for the San Luis Drainage Feature Re-evaluation. The geologic environment is discussed in greater detail in Appendix H. The focus of this section is the geologic and seismic characteristics of the Great Valley and the Coast Ranges geomorphic provinces, which may influence the comparison of a the action alternatives due to the geologic conditions and potential geologic hazards associated with these regions. 9.1.1 Regulatory Background Several Federal and State regulations govern geology, seismicity, and soils in California. The Federal actions include the Earthquake Hazard Reduction Act of 1977, Executive Order 12699 on Seismic Safety of Federal Buildings, and the Uniform Building Code (superceded in California by the California Building Code). The State actions include the Alquist-Priolo Act, the Field Act, the California Building Code, and the Seismic Hazards Mapping Act. Some State agencies, including California Department of Transportation (Caltrans) and California Department of Water Resources (DWR), Division of Safety of Dams, have their own actions covering seismic and geologic hazards. In addition, municipalities and counties can have general or specific plans that may include the need for permitting. The regulatory background governing geology, seismicity, and soils is discussed further in Section 4.6. SLDFR Final EIS Section 09_Geology 9-1 SECTIONNINE Geology and Seismicity 9.1.2 Geologic Setting The existing San Luis Drain is situated near the western margin of San Joaquin Valley (Figure 9-1), which comprises the southern region of the Great Valley geomorphic province (Harden 1998). -
Oral to Written Evidence II
File No. OF-Fac-Oil-N304-2010-01 01 Hearing Order OH-4-2011 Enbridge Northern Gateway Pipelines Limited Partnership Northern Gateway Dual Pipelines, Tank Farm, and Supertanker Port Proposal *Supplemental Written Evidence Photographic Evidence Regarding Proposed Liquid Petroleum Pipelines from Nimbus Mountain to the Kitimat River Estuary *Originally intended to be submitted during oral evidence community hearings in Kitamaat, BC, on January 11th, 2012. The Panel, in file number A2K5I2, decided the following photographic evidence is considered written evidence, and should be submitted as such. I reserve the right to present this evidence orally at a later date. Hearing Order OH-4-2011 File No. OF-Fac-Oil-N304-2010-01 01 Submitted by Murray Minchin of DOUGLAS CHANNEL WATCH (All website links as of January 6, 2012) INTRODUCTION i.1) The geologic hazards in the Hoult Creek and upper Kitimat River Valleys, the earthflows in the main Kitimat Valley, and the extreme weather events experienced on the western side of the Coast Mountains on British Columbia's north coast may be the Achille's heel of Northern Gateway Pipeline Limited Partnership's proposal to move liquid petroleum products between Alberta's Tar Sands, and tidewater at Kitimat, BC. i.2) The majority of liquid petroleum pipelines in North America are to be found east of the Rocky Mountains in a relatively benign, rolling landscape. i.3) The Hoult Creek and upper Kitimat River Valleys are over 4,700 feet deep, very narrow, and are subject to long lived and extremely moist weather systems coming off the Pacific Ocean. -
Glacial Processes and Landforms
Glacial Processes and Landforms I. INTRODUCTION A. Definitions 1. Glacier- a thick mass of flowing/moving ice a. glaciers originate on land from the compaction and recrystallization of snow, thus are generated in areas favored by a climate in which seasonal snow accumulation is greater than seasonal melting (1) polar regions (2) high altitude/mountainous regions 2. Snowfield- a region that displays a net annual accumulation of snow a. snowline- imaginary line defining the limits of snow accumulation in a snowfield. (1) above which continuous, positive snow cover 3. Water balance- in general the hydrologic cycle involves water evaporated from sea, carried to land, precipitation, water carried back to sea via rivers and underground a. water becomes locked up or frozen in glaciers, thus temporarily removed from the hydrologic cycle (1) thus in times of great accumulation of glacial ice, sea level would tend to be lower than in times of no glacial ice. II. FORMATION OF GLACIAL ICE A. Process: Formation of glacial ice: snow crystallizes from atmospheric moisture, accumulates on surface of earth. As snow is accumulated, snow crystals become compacted > in density, with air forced out of pack. 1. Snow accumulates seasonally: delicate frozen crystal structure a. Low density: ~0.1 gm/cu. cm b. Transformation: snow compaction, pressure solution of flakes, percolation of meltwater c. Freezing and recrystallization > density 2. Firn- compacted snow with D = 0.5D water a. With further compaction, D >, firn ---------ice. b. Crystal fabrics oriented and aligned under weight of compaction 3. Ice: compacted firn with density approaching 1 gm/cu. cm a. -
Geotechnical and Geologic Constraints on Tsunamigenic Submarine Landslides
GEOTECHNICAL AND GEOLOGIC CONSTRAINTS ON TSUNAMIGENIC SUBMARINE LANDSLIDES H.J. LEE U.S. Geological Survey, 345 Middlefield Road, Menlo Park, CA 94025 USA Abstract Modeling submarine-landslide-induced tsunamis requires many simplifications of the landslide process, although the real world is much more complicated. Clearly tsunami modelers cannot consider all facets, but there is value in being aware of the complications. This paper describes the many environments in which submarine landslides can occur and the triggers that typically initiate them. Earthquakes acting on continental or canyon slopes comprise probably the most common scenario but many other combinations of environments and triggers are possible. Surprisingly, many sediment-covered slopes in highly seismically active areas have not failed. A possible explanation for this phenomenon is a process called “seismic strengthening.” The existence of such a process reduces somewhat the risk of landslide tsunamis along active margins while maintaining the risk along passive margins. Once a trigger has initiated a landslide in one of the vulnerable environments, failed masses begin to move downslope. Depending upon initial density state, the masses may convert into fluid-like sediment flows or even more dilute turbidity currents. A model for quantifying the tendency to flow is provided. Finally, a case study of the landslides and landslide tsunamis that occurred in Port Valdez, Alaska, during the 1964 Great Alaska Earthquake is provided. The excellent data base, including before and after bathymetry, shows that both large rigid block motion and mobilized sediment flows can occur near each other during the same event. The intact blocks are more efficient in producing tsunamis but the sediment flow can move farther and can erode and entrain considerable bottom sediment as they progress across the seafloor. -
Mass Wasting and Hill-Slopes Mass Wasting
Mass Wasting and Hill-slopes Mass wasting • Is a collective term addressing all down slope movements of weathered rock (soil) that are created by gravitational forces. • Gravity is the primary component! • Vocabulary – Colluvium – Solifluction (soil flow) The Angle of Repose • The maximum slope at which loose, cohesionless material remains stable. It commonly ranges between 33 and 37 on natural slopes. • Dependent upon size, shape, surface roughness, angularity, of the particles • Wallace Stegner book as well. Dry sand cannot support an angle of >35o from horizontal: this is termed the angle of repose. 35o Moderate amounts of water create Saturation of sediment by increased structural integrity of water eliminates any structural sediment due to surface tension competence. This is the between grains. In this way slopes condition that often leads to steeper than the angle of repose can slope instability and be maintained (e.g., sandcastles). mass wasting. Slope movement types • When defining mass wasting it is necessary to include 1) the type of material in motion, including its coherence and dimensions; and 2) the type and rate of movement including creeping, falling, toppling, sliding, spreading, or flowing (debris flow). Handout Creep • Barely perceptible down slope movement. • Particle creep, individual particle movement due to wetting/drying, heating/cooling • Soil creep, dependent on changing SMR and climates. Creepy drawing Creep (or soil creep) works at a pace of mm/yr. It is generally related to (seasonal) wet-dry or freeze thaw changes. Fall • A fall is a mass movement where singular or multiple blocks of rock plunge from a height. Yosemite, CA Looks like an ideal place for a rock fall or a rock slide, thanks to exfoliation of granite batholiths. -
Mass Wasting and Landslides
Mass Wasting and Landslides Mass Wasting 1 Introduction Landslide and other ground failures posting substantial damage and loss of life In U.S., average 25–50 deaths; damage more than $3.5 billion For convenience, definition of landslide includes all forms of mass-wasting movements Landslide and subsidence: naturally occurred and affected by human activities Mass wasting Downslope movement of rock and soil debris under the influence of gravity Transportation of large masses of rock Very important kind of erosion 2 Mass wasting Gravity is the driving force of all mass wasting Effects of gravity on a rock lying on a hillslope 3 Boulder on a hillside Mass Movement Mass movements occur when the force of gravity exceeds the strength of the slope material Such an occurrence can be precipitated by slope-weakening events Earthquakes Floods Volcanic Activity Storms/Torrential rain Overloading the strength of the rock 4 Mass Movement Can be either slow (creep) or fast (landslides, debris flows, etc.) As terrain becomes more mountainous, the hazard increases In developed nations impacts of mass-wasting or landslides can result in millions of dollars of damage with some deaths In less developed nations damage is more extensive because of population density, lack of stringent zoning laws, scarcity of information and inadequate preparedness **We can’t always predict or prevent the occurrence of mass- wasting events, a knowledge of the processes and their relationship to local geology can lead to intelligent planning that will help -
The Formation of Eskers
Proceedings of the Iowa Academy of Science Volume 21 Annual Issue Article 31 1914 The Formation of Eskers Arthur C. Trowbridge State University of Iowa Let us know how access to this document benefits ouy Copyright ©1914 Iowa Academy of Science, Inc. Follow this and additional works at: https://scholarworks.uni.edu/pias Recommended Citation Trowbridge, Arthur C. (1914) "The Formation of Eskers," Proceedings of the Iowa Academy of Science, 21(1), 211-218. Available at: https://scholarworks.uni.edu/pias/vol21/iss1/31 This Research is brought to you for free and open access by the Iowa Academy of Science at UNI ScholarWorks. It has been accepted for inclusion in Proceedings of the Iowa Academy of Science by an authorized editor of UNI ScholarWorks. For more information, please contact [email protected]. Trowbridge: The Formation of Eskers THE FORMATION OF ESKERS. 211 -· THE FORMATION OF ESKERS. .ARTHUR C. TROWBRIDGE. Ever since work has been in progress in glaciated regions, long, nar -row, winding, steep-sided, conspicuous ridges of gravel and sand have been recognized by geologists. They are best developed and were first recognized as distinct phases of drift in Sweden, where they are called Osar. The term Osar has the priority over other terms, but in this country, probably for phonic reasons, the Irish term Esker has come into use. With apologies to Sweden, Esker will be used in the present paper. Other terms which have been applied to these ridges in various parts of the world are serpent-kames, serpentine kames, horsebacks, whalebacks, hogbacks, ridges, windrows, turnpikes, back furrows, ridge • furrows, morriners, and Indian roads . -
Quaternary Geologic Map of the Jackson 7.5–Minute Quadrangle, Eastern Kentucky
DRAFT GEOLOGIC QUADRANGLE # JACKSON QUADRANGLE, KY. # * Series XII, 2010 GQ-205 Version 1.0 CORRELATION OF MAP UNITS 83°30'00" 83°22'30" GEOLOGIC SUMMARY @ * 37°37'30" 37°37'30" * # 42 GEOTECHNICAL BEHAVIOR * ! 19 GEOLOGIC SETTING Qc Qr Qc @ ( Qal Qls The Jackson 7.5-minute quadrangle is located in Breathitt and Wolfe Counties, Ky., Major properties of surficial materials recorded during mapping include (1) moisture, * Qafp Qc Qca Qr @ * ! Qaf and lies on the western margin of the Eastern Kentucky Coal Field of the Appalachian Basin. texture, Munsell color, and soil structure using standard USDA Soil Survey (Soil Survey # 0 @ Qc Qr Qr Holocene Manual, 1993) terms defined by percentages of sand, silt, and clay and (2) field identification ( @ * This map shows the distribution of surficial, engineering soils above bedrock and the @ ! Qat @ QUATERNARY based on the Unified Soil Classification System (Standard Practice for Description and @ relationship between the surficial geology and the underlying bedrock. The bedrock geology af2 @ Qc Qaf @ consists of gently dipping sedimentary rocks of Pennsylvanian age. These rocks are dominantly Identification of Soils, 1993) for soil properties as cohesion, consistency, plasticity, and af3 dilatancy. This data is from field inspection and is useful for preliminary consideration of how 7 @ @ UNCONFORMITY sandstone, siltstone, shale, coal, and limestone of the Breathitt Group and the Corbin ( af2 @ Qat @ 20 Sandstone. In place sandstone bedrock caps many hilltops and forms steep scarps. Siltstone and surficial deposits may behave during natural or human processes. This data is stored in a 0 (** geodatabase at Kentucky Geological Survey. (www.uky.edu/KGS) ( Qaf shale typically form gentle slopes or when capped by sandstone form eroded rock faces set Qc Qafp # Pz back under the sandstone portion of the exposures. -
Weathering: Big Ideas Mass Wasting
Weathering: Big Ideas • Humans cannot eliminate natural hazards but can engage in activities that reduce their impacts by identifying high-risk locations, improving construction methods, and developing warning systems. • Water’s unique physical and chemical properties are essential to the dynamics of all of Earth’s systems • Understanding geologic processes active in the modern world is crucial to interpreting Earth’s past • Earth’s systems are dynamic; they continually react to changing influences from geological, hydrological, physical, chemical, and biological processes. Mass Wasting Process by which material moves downslope under the force of gravity http://www.youtube.com/watch?v=qEbYpts0Onw Factors Influencing Mass Movement Nature of Steepness of Water Slope Slope Material Slope Content Stability 1 Mass Movement Depends on Nature of Material Angle of Repose: the maximum angle at which a pile of unconsolidated particles can rest The angle of repose increases with increasing grain size Fig. 16.13 Weathered shale forms rubble at base of cliff Angle of Repose Fig. 16.15 Origin of Surface Tension Water molecules in a …whereas surface liquids interior are molecules have a net attracted in all inward attraction that directions… results in surface tension… Fig. 16.13 2 …that acts like a membrane, allowing objects to float. Fig. 16.13 Mass Movement Depends on Water Content Surface tension in damp sand increases Dry sand is bound Saturated sand flows easily cohesion only by friction because of interstitial water Fig. 16.13 Steep slopes in damp sand maintained by moisture between grains Fig. 16.14 3 Loss of vegetation and root systems increases susceptibility of soils to erosion and mass movement Yellowstone National Park Before the 1964 Alaska Earthquake Water saturated, unconsolidated sand Fig. -
3) Removal of Anchoring Vegetation Root Systems Bind Soil 7 “Cut and Fill” Construction
1 Mass Wasting and landform development 2 Mass Wasting and landform development Mass wasting Def.: the downslope movement of rock and soil under the direct influence of gravity 3 Role of mass wasting The step that follows weathering Transfers debris downslope to stream valleys 4 Controls and triggers of mass wasting Gravity is the controlling force Important triggers include 1) Saturation of the material with water (rainfall) –Diminishes particle cohesion –Water adds weight 5 Controls and triggers of mass wasting 2) Oversteepening of slopes –Oversteepening slopes are unstable –Stable slope angle (angle of repose; 25-45o) is different for various materials 6 Important triggers include: 3) Removal of anchoring vegetation Root systems bind soil 7 “cut and fill” construction 8 Important triggers include: 4) Ground vibrations from earthquakes –May trigger land slides and result in property damage –Can cause liquefaction – water saturated surface materials behave as fluid-like masses that flow 9 Other triggers Freezing – thawing Construction 1 Volcanic eruptions Freeway traffic 10 Landslides without triggers Slope materials weaken over time Random events that are unpredictable 11 Classification a) Type of material involved • Debris • Mud • Earth • Rock 12 Classification b) Type of motion Fall (free-falling pieces) Slide (moves along a surface as a coherent mass) Flow (moves as a chaotic mixture) 13 Classification c) velocity Fast (avalanche, ~200km/hour) Slow (creep, mm or cm/year) 14 Rock avalanche in Alaska triggered by the 1964 earthquake 15 16 Types of mass wasting Rockfall 17 Rock fall, Oregon 18 Rock fall and Talus Slope, Banff National Park, Canada 19 Types of mass wasting Slump (rotational slide) Movement of material as a unit along a rotational surface Occurs along oversteepened slopes 20 Slump and earth flow) Fig.