Weathering, Erosion, and Mass-Wasting Processes
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Measurement of Bedload Transport in Sand-Bed Rivers: a Look at Two Indirect Sampling Methods
Published online in 2010 as part of U.S. Geological Survey Scientific Investigations Report 2010-5091. Measurement of Bedload Transport in Sand-Bed Rivers: A Look at Two Indirect Sampling Methods Robert R. Holmes, Jr. U.S. Geological Survey, Rolla, Missouri, United States. Abstract Sand-bed rivers present unique challenges to accurate measurement of the bedload transport rate using the traditional direct sampling methods of direct traps (for example the Helley-Smith bedload sampler). The two major issues are: 1) over sampling of sand transport caused by “mining” of sand due to the flow disturbance induced by the presence of the sampler and 2) clogging of the mesh bag with sand particles reducing the hydraulic efficiency of the sampler. Indirect measurement methods hold promise in that unlike direct methods, no transport-altering flow disturbance near the bed occurs. The bedform velocimetry method utilizes a measure of the bedform geometry and the speed of bedform translation to estimate the bedload transport through mass balance. The bedform velocimetry method is readily applied for the estimation of bedload transport in large sand-bed rivers so long as prominent bedforms are present and the streamflow discharge is steady for long enough to provide sufficient bedform translation between the successive bathymetric data sets. Bedform velocimetry in small sand- bed rivers is often problematic due to rapid variation within the hydrograph. The bottom-track bias feature of the acoustic Doppler current profiler (ADCP) has been utilized to accurately estimate the virtual velocities of sand-bed rivers. Coupling measurement of the virtual velocity with an accurate determination of the active depth of the streambed sediment movement is another method to measure bedload transport, which will be termed the “virtual velocity” method. -
Hazard Identification and Vulnerability Analysis Revised January 2016
COMPREHENSIVE EMERGENCY HAZARD IDENTIFICATION MANAGEMENT PLAN AND VULNERABILITY ANALYSIS CITY OF OLYMPIA, WASHINGTON HAZARD IDENTIFICATION AND VULNERABILITY ANALYSIS REVISED JANUARY 2016 OLYMPIA FIRE DEPARTMENT, EMERGENCY MANAGEMENT DIVISION 100 EASTSIDE STREET, N. E., OLYMPIA, WA 98506 JANUARY 2016 PAGE 1 OF 48 COMPREHENSIVE EMERGENCY HAZARD IDENTIFICATION MANAGEMENT PLAN AND VULNERABILITY ANALYSIS THIS PAGE LEFT INTENTIONALLY BLANK. JANUARY 2016 PAGE 2 OF 48 COMPREHENSIVE EMERGENCY HAZARD IDENTIFICATION MANAGEMENT PLAN AND VULNERABILITY ANALYSIS EXECUTIVE SUMMARY The Hazard Identification and Vulnerability Analysis (HIVA) for the City of Olympia identifies various hazards in the region and then assesses the risk associated with each hazard. The City of Olympia Comprehensive Emergency Management Plan, which facilitates each phase of emergency management, is built upon and designed to coordinate with this HIVA in accordance with WAC 118-30-060 (1) which states, “Each political subdivision must base its Comprehensive Emergency Management Plan on a hazard analysis.” This HIVA serves as a foundation for city planning including preparedness, mitigation, response, and recovery activities and is a training tool, providing introductory knowledge of the hazards in City of Olympia. The data contained within the HIVA is not original, but extracted from many sources. The HIVA assesses potential hazards within the city, and surrounding areas with a focus on hazards that have the potential to cause large-scale disasters as well as hazards with less severe impacts that still require significant planning and response efforts to mitigate or neutralize. Even if the City of Olympia is not directly impacted by a hazard there is still a potential for significant indirect impact on the city as various critical infrastructure systems owned, operated, or utilized by the City extend beyond its borders. -
Sedimentation and Shoaling Work Unit
1 SEDIMENTARY PROCESSES lAND ENVIRONMENTS IIN THE COLUMBIA RIVER ESTUARY l_~~~~~~~~~~~~~~~7 I .a-.. .(.;,, . I _e .- :.;. .. =*I Final Report on the Sedimentation and Shoaling Work Unit of the Columbia River Estuary Data Development Program SEDIMENTARY PROCESSES AND ENVIRONMENTS IN THE COLUMBIA RIVER ESTUARY Contractor: School of Oceanography University of Washington Seattle, Washington 98195 Principal Investigator: Dr. Joe S. Creager School of Oceanography, WB-10 University of Washington Seattle, Washington 98195 (206) 543-5099 June 1984 I I I I Authors Christopher R. Sherwood I Joe S. Creager Edward H. Roy I Guy Gelfenbaum I Thomas Dempsey I I I I I I I - I I I I I I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ PREFACE The Columbia River Estuary Data Development Program This document is one of a set of publications and other materials produced by the Columbia River Estuary Data Development Program (CREDDP). CREDDP has two purposes: to increase understanding of the ecology of the Columbia River Estuary and to provide information useful in making land and water use decisions. The program was initiated by local governments and citizens who saw a need for a better information base for use in managing natural resources and in planning for development. In response to these concerns, the Governors of the states of Oregon and Washington requested in 1974 that the Pacific Northwest River Basins Commission (PNRBC) undertake an interdisciplinary ecological study of the estuary. At approximately the same time, local governments and port districts formed the Columbia River Estuary Study Taskforce (CREST) to develop a regional management plan for the estuary. PNRBC produced a Plan of Study for a six-year, $6.2 million program which was authorized by the U.S. -
On Weathering and Alteration of Rocks
www.rockmass.net On weathering and alteration of rocks Weathering refers to the various processes of physical disintegration and chemical decomposition that occur when rocks at the Earth's surface are subjected to physical, chemical, and biological processes induced or modified by wind, water, and climate. These processes produce soil, unconsolidated rock detritus, and components dissolved in groundwater and runoff. Alteration is a process, which involves changes in the composition of the rock, most often caused by hydrothermal solutions or chemical weathering. Both processes, which generally first affect the walls of the discontinuities, lead to deterioration of the rock material with a reducing effect on its strength and deformation properties, may completely change the mechanical properties and behaviour of rocks. The main results of rock weathering and alteration are: 1. Mechanical disintegration or breakdown, by which the rock loses its coherence, but has little effect upon the change in the composition of the rock material. The results of this process are: The opening up of joints. The formation of new joints by rock fracture, the opening up of grain boundaries. The fracture or cleavage of individual mineral grains. Disintegration involves the breakdown of rock into its constituent minerals or particles with no decay of any rock-forming minerals. The principal sources of physical weathering are thermal expansion and contraction of rock, pressure release upon rock by erosion of overlaying materials, the alternate freezing and thawing of water between cracks and fissures within rock, crystal growth within rock, and the growth of plants and living organisms in rock. Rock alteration usually involves chemical weathering in which the mineral composition of the rock is changed, reorganized, or redistributed. -
Glacial Weathering, Sulfide Oxidation, and Global Carbon Cycle Feedbacks
Glacial weathering, sulfide oxidation, and global carbon cycle feedbacks Mark A. Torresa,b,c,1, Nils Moosdorfa,d,e,1, Jens Hartmannd, Jess F. Adkinsb, and A. Joshua Westa,2 aDepartment of Earth Sciences, University of Southern California, Los Angeles, CA 90089; bDivision of Geological and Planetary Sciences, California Institute of Technology, Pasadena, CA 91125; cDepartment of Earth, Environmental, and Planetary Sciences, Rice University, Houston, TX 77005; dInstitute for Geology, Center for Earth System Research and Sustainability (CEN), Universität Hamburg, 20146 Hamburg, Germany; and eLeibniz Center for Tropical Marine Research, 28359 Bremen, Germany Edited by Thure E. Cerling, University of Utah, Salt Lake City, UT, and approved July 5, 2017 (received for review February 21, 2017) Connections between glaciation, chemical weathering, and the global erosion (5, 8, 9), which is thought to promote more rapid silicate carbon cycle could steer the evolution of global climate over geologic weathering (10, 11). If glaciation increases erosion rates, and if time, but even the directionality of feedbacks in this system remain to erosion enhances silicate weathering and associated production of be resolved. Here, we assemble a compilation of hydrochemical data alkalinity, then glacial weathering could act as a positive feedback from glacierized catchments, use this data to evaluate the dominant serving to promote further glaciation (5, 12). chemical reactions associated with glacial weathering, and explore the Glaciation may also affect rates of weathering of nonsilicate implications for long-term geochemical cycles. Weathering yields from minerals. Studies of glacial hydrochemistry have pointed to the im- catchments in our compilation are higher than the global average, portance of sulfide oxidation and carbonate dissolution as major which results, in part, from higher runoff in glaciated catchments. -
Slope Stability Back Analysis Using Rocscience Software
Slope Stability Back Analysis using Rocscience Software A question we are frequently asked is, “Can Slide do back analysis?” The answer is YES, as we will discover in this article, which describes various methods of back analysis using Slide and other Rocscience software. In this article we will discuss the following topics: Back analysis of material strength using sensitivity or probabilistic analysis in Slide Back analysis of other parameters (e.g. groundwater conditions) Back analysis of support force for required factor of safety Manual and advanced back analysis Introduction When a slope has failed an analysis is usually carried out to determine the cause of failure. Given a known (or assumed) failure surface, some form of “back analysis” can be carried out in order to determine or estimate the material shear strength, pore pressure or other conditions at the time of failure. The back analyzed properties can be used to design remedial slope stability measures. Although the current version of Slide (version 6.0) does not have an explicit option for the back analysis of material properties, it is possible to carry out back analysis using the sensitivity or probabilistic analysis modules in Slide, as we will describe in this article. There are a variety of methods for carrying out back analysis: Manual trial and error to match input data with observed behaviour Sensitivity analysis for individual variables Probabilistic analysis for two correlated variables Advanced probabilistic methods for simultaneous analysis of multiple parameters We will discuss each of these various methods in the following sections. Note that back analysis does not necessarily imply that failure has occurred. -
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. -
Soil and Rock Properties
Soil and rock properties W.A.C. Bennett Dam, BC Hydro 1 1) Basic testing methods 2) Soil properties and their estimation 3) Problem-oriented classification of soils 2 1 Consolidation Apparatus (“oedometer”) ELE catalogue 3 Oedometers ELE catalogue 4 2 Unconfined compression test on clay (undrained, uniaxial) ELE catalogue 5 Triaxial test on soil ELE catalogue 6 3 Direct shear (shear box) test on soil ELE catalogue 7 Field test: Standard Penetration Test (STP) ASTM D1586 Drop hammers: Standard “split spoon” “Old U.K.” “Doughnut” “Trip” sampler (open) 18” (30.5 cm long) ER=50 ER=45 ER=60 Test: 1) Place sampler to the bottom 2) Drive 18”, count blows for every 6” 3) Recover sample. “N” value = number of blows for the last 12” Corrections: ER N60 = N 1) Energy ratio: 60 Precautions: 2) Overburden depth 1) Clean hole 1.7N 2) Sampler below end Effective vertical of casing N1 = pressure (tons/ft2) 3) Cobbles 0.7 +σ v ' 8 4 Field test: Borehole vane (undrained shear strength) Procedure: 1) Place vane to the bottom 2) Insert into clay 3) Rotate, measure peak torque 4) Turn several times, measure remoulded torque 5) Calculate strength 1.0 Correction: 0.6 Bjerrum’s correction PEAK 0 20% P.I. 100% Precautions: Plasticity REMOULDED 1) Clean hole Index 2) Sampler below end of casing ASTM D2573 3) No rod friction 9 Soil properties relevant to slope stability: 1) “Drained” shear strength: - friction angle, true cohesion - curved strength envelope 2) “Undrained” shear strength: - apparent cohesion 3) Shear failure behaviour: - contractive, dilative, collapsive -
Disaster Management of India
DISASTER MANAGEMENT IN INDIA DISASTER MANAGEMENT 2011 This book has been prepared under the GoI-UNDP Disaster Risk Reduction Programme (2009-2012) DISASTER MANAGEMENT IN INDIA Ministry of Home Affairs Government of India c Disaster Management in India e ACKNOWLEDGEMENT The perception about disaster and its management has undergone a change following the enactment of the Disaster Management Act, 2005. The definition of disaster is now all encompassing, which includes not only the events emanating from natural and man-made causes, but even those events which are caused by accident or negligence. There was a long felt need to capture information about all such events occurring across the sectors and efforts made to mitigate them in the country and to collate them at one place in a global perspective. This book has been an effort towards realising this thought. This book in the present format is the outcome of the in-house compilation and analysis of information relating to disasters and their management gathered from different sources (domestic as well as the UN and other such agencies). All the three Directors in the Disaster Management Division, namely Shri J.P. Misra, Shri Dev Kumar and Shri Sanjay Agarwal have contributed inputs to this Book relating to their sectors. Support extended by Prof. Santosh Kumar, Shri R.K. Mall, former faculty and Shri Arun Sahdeo from NIDM have been very valuable in preparing an overview of the book. This book would have been impossible without the active support, suggestions and inputs of Dr. J. Radhakrishnan, Assistant Country Director (DM Unit), UNDP, New Delhi and the members of the UNDP Disaster Management Team including Shri Arvind Sinha, Consultant, UNDP. -
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). -
Lahars in Crescent River Valley, Lower Cook Inlet, Alaska
LAHARS IN CRESCENT RIVER VALLEY, LOWER COOK INLET, ALASKA BY James R. Riehle, Juergen Kienle, and Karen S. Emmel GEOLOGIC REPORT 53 STATE OF ALASKA Jay S. Hammond, Governor Robert E. LeResche, Commissioner, Dept. of Natural Resources Geoffrey Haynes, Deputy Commissioner Ross G. Schaff, State Geologist Cover photo: Redoubt Volcano in eruption, January 1966. (Taken by Jon Gardey from an airplane on north side of volcano looking west.) Available from Alaska Division of Geological and Geophysical Surveys, P.O. Box 80007. College. 99708; 941 Dowling Rd., Anchorage. 99502; P.O. Box 7438, Ketchikan, 99901; and 230 So. Franklin St. (Rm 407), Juneau, 99801. CONTENTS Page Abstract ................................................................................ Introduction............................................................................. Description and inferred origin of the deposits................................................... Location .............................................................................. Internal characteristics .................................................................. Interpretation of observations ............................................................ Ageofthelahars.......................................................................... Originofthelahars........................................................................ Potential hazards of lahars .................................................................. Acknowledgments ........................................................................ -
Surficial Geologic Map of the Ahsahka Quadrangle, Clearwater County
IDAHO GEOLOGICAL SURVEY DIGITAL WEB MAP 7 MOSCOW-BOISE-POCATELLO OTHBERG, WEISZ, AND BRECKENRIDGE SURFICIAL GEOLOGIC MAP OF THE AHSAHKA QUADRANGLE, Disclaimer: This Digital Web Map is an informal report and may be revised and formally published at a later time. Its content and format CLEARWATER COUNTY, IDAHO may not conform to agency standards. Kurt L. Othberg, Daniel W. Weisz, and Roy M. Breckenridge 2002 embayments that now form the eastern edge of the Columbia River Plateau where the relatively flat region meets the mountains. Sediments of the Latah Qls Formation are interbedded with the basalt flows, and landslide deposits QTcr occur where major sedimentary interbeds are exposed along the valley sides. Qcg Pleistocene loess forms a thin discontinuous mantle on deeply weathered surfaces of the basalt plateau and mountain foothills. In the late Pleistocene, multiple Lake Missoula Floods inundated the Clearwater River valley, locally Qcb Qcb depositing silt, sand, and ice-rafted pebbles and cobbles in the lower elevations of the canyon. QTcr QTlsr The bedrock geology of this area is mapped by Lewis and others (2001) and shows details of the basement rocks and the Miocene basalt flows and Qcg sediments. The bedrock map’s cross sections are especially useful for QTlbr Qls interpreting subsurface conditions suitable for siting water wells and assessing Qls the extent and limits of ground water. Qac Qls QTlsr SURFICIAL DEPOSITS QTlbr QTlbr m Made ground (Holocene)—Large-scale artificial fills composed of excavated, transported, and emplaced construction materials of highly varying composition, but typically derived from local sources. Qam QTlsr Alluvium of mainstreams (Holocene)—Channel and flood-plain deposits of the Clearwater River that are actively being formed on a seasonal or annual Qls Qls basis.