Geohazard Risk Prioritization
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Horseshoe Bend Trail Rails & Trails Made Upofdeepsandand Es
Code: GC3QN7Z Rails & Trails Written and Researched by Wayne Robinson Horseshoe Bend Trail Site Identification Nearest Community: Lillooet, B.C. Geocache Location: N 50°51.608' W 122°09.318' Ownership: Crown Land Accuracy: 4 meters Photo: Wayne Robinson Overall Difficulty: 2.5 Overall Terrain: 3 The Horseshoe Bend is located on Highway 40, along the Bridge River just south of the confluence of the Bridge Access Information and and Yalakom Rivers. This is an interesting feature marked Restrictions: by a dramatic bend within the river. The canyon walls From the Mile 0 Cairn go north 2 km and turn left on Hwy 40 and follow for are laced with hoodoos and made up of deep sand and 28 km approximately to Horseshoe Bend gravel deposits left behind by retreating glaciers. At pull off. Do not drive down old road. first glance the Horseshoe Bend looks to be a marvel of Beware of cliff edge. Watch for falling geological forces, but it is a human made feature. This rock. Caution if with children and pets. Do not walk on upper rim of Horseshoe feature is sometimes called Horseshoe Wash; this helps Bend. describe the way in which the feature was created, through hydraulic mining for gold. It is amazing that this is a mine. Parking Advice: Operations began here in the 1908 and continued off and Between trees off the road at a natural on until relatively recent times. Between 1908 and 1914 view point. over a million dollars’ worth of gold was extracted from this area (using the historic gold value of $32 per ounce). -
Dacite Block and Ash Avalanche Hazards in Mountainous Terrain: 2360 Yr
DACITE BLOCK AND ASH AVALANCHE HAZARDS IN MOUNTAINOUS TERRAIN: 2360 YR. BP ERUPTION OF MOUNT MEAGER, BRITISH COLUMBIA by MARTIN L. STEWART B.Sc, (Honours), Carleton University, 1998 A THESIS SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF MASTER OF SCIENCE in THE FACULTY OF GRADUATE STUDIES DEPARTMENT OF EARTH AND OCEAN SCIENCES We accept this thesis as conforming to the required standard THE UNIVERSITY OF BRITISH COLUMBIA December 2002 © Martin L. Stewart, 2002 In presenting this thesis in partial fulfilment of the requirements for an advanced degree at the University of British Columbia, I agree that the Library shall make it freely available for reference and study. I further agree that permission for extensive copying of this thesis for scholarly purposes may be granted by the head of my department or by his or her representatives. It is understood that copying or publication of this thesis for financial gain shall not be allowed without my written permission. Department of LoM^ r QatA^ Sc/t^n? The University of British Columbia Vancouver, Canada Date IB * zooi DE-6 (2/88) Abstract The Mount Meager volcanic complex hosts deposits from the youngest known explosive volcanic eruption in Canada (2360 yr. BP). These deposits reflect the consequences of erupting dacite magmas into a region of extreme topographic relief. Regions of this kind represent one of the most hazardous and, potentially, high risk natural environments on the planet. Mapping of the Pebble Creek Formation deposits has elucidated a unique distribution of hazardous events of varying intensity, timing, and frequency associated with the 2360 yr. -
Deformation Monitoring and Geohazards in Nigeria: a Critical Review
International Journal of Research and Scientific Innovation (IJRSI) | Volume VI, Issue XI, November 2019 | ISSN 2321–2705 Deformation Monitoring and Geohazards in Nigeria: A Critical Review K. O. Ishola, P.A. Jegede Department of Surveying and Geoinformatics, Federal Polytechnic, Ado-Ekiti, Ekiti State, Nigeria Abstract:- Geohazards are geological and environmental due to plate tectonics. As noted by Chen et al (2017), different conditions that involve long-term or short-term geological types of geological hazards occur through different processes. It occur when artificial structures, such as buildings mechanisms. Even when the same types of hazard occur in and natural structures, such as slopes are deformed in various different internal geological structures, the causes and ways. To achieve the aim of this study which is to is to facilitate characteristics of the environmental external terrain conditions comprehensive technical understanding and knowledge of the processes of monitoring geological hazards and to better of the hazard can differ. MARI (2017) therefore asserted that appraise their impacts on engineering structures and the geohazards include: earthquakes, volcanic activity, landslides, environment with a view to providing mitigation strategy, in ground motion, tsunamis, floods, droughts, meteorite impacts order to achieve the stated objective, secondary data sourced and health hazards of geologic materials. Spatial scales can from dailies, reports internet and other relevant research works range from local events such as a rock slide or coastal erosion were used. Having studied the state of geohazard and to events that pose threats to humankind such as a great deformation monitoring control Nigeria as well as mitigation volcano or meteorite impact. -
British Columbia Water Quality Guidelines for Dissolved Gas Supersaturation
British Columbia Water Quality Guidelines for Dissolved Gas Supersaturation September, 1994 Prepared for BC Ministry of Environment Canada Department of Fisheries and Oceans Environment Canada Prepared by L. E. Fidler and S. B. Miller of Aspen Applied Sciences Ltd. Valemount, BC V0E 2Z0 Table of Contents Acknowledgments The authors wish to acknowledge the assistance of several people and agencies in the preparation of this report. The authors wish to express their appreciation to the BC Ministry of Environment, Lands and Parks for supporting the development of this document and in particular the advice and encouragement of Dr. Narender Nagpal and George Butcher of that agency. The authors also wish to thank Fred Mah of Environment Canada for supporting the development of these guidelines. The many discussions over the years with Dr. Don Alderdice, John Jensen, and Bill McLean of the Department of Fisheries and Oceans, with Dr. Mark Shrimpton and Dr. Dave Randall of the University of British Columbia, and with Dr. John Colt of Montgomery Watson, Bellevue, Washington provided considerable insight into the phenomena associated with Gas Bubble Trauma (GBT) in fish and contributed immensely to the authors' understanding of the subject. In addition, the authors wish to express their appreciation to Ms. Dorit Mason for her efficient retrieval of papers from the scientific literature. The photographs showing signs of GBT in fish, which were supplied by Dr. Robert White of Montana State University, added greatly to this report. Ministry of Environment Water Protection and Sustainability Branch Mailing Address: Telephone: 250 387-9481 Environmental Sustainability PO Box 9362 Facsimile: 250 356-1202 and Strategic Policy Division Stn Prov Govt Website: www.gov.bc.ca/water Victoria BC V8W 9M2 1.0 INTRODUCTION Dissolved Gas Supersaturation (DGS) and Gas Bubble Trauma (GBT) in fish is a physical cause - biological effect relationship which has received the attention of environmental scientists for the past several decades. -
2021 Oregon Seismic Hazard Database: Purpose and Methods
State of Oregon Oregon Department of Geology and Mineral Industries Brad Avy, State Geologist DIGITAL DATA SERIES 2021 OREGON SEISMIC HAZARD DATABASE: PURPOSE AND METHODS By Ian P. Madin1, Jon J. Francyzk1, John M. Bauer2, and Carlie J.M. Azzopardi1 2021 1Oregon Department of Geology and Mineral Industries, 800 NE Oregon Street, Suite 965, Portland, OR 97232 2Principal, Bauer GIS Solutions, Portland, OR 97229 2021 Oregon Seismic Hazard Database: Purpose and Methods DISCLAIMER This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. Users of this information should review or consult the primary data and information sources to ascertain the usability of the information. This publication cannot substitute for site-specific investigations by qualified practitioners. Site-specific data may give results that differ from the results shown in the publication. WHAT’S IN THIS PUBLICATION? The Oregon Seismic Hazard Database, release 1 (OSHD-1.0), is the first comprehensive collection of seismic hazard data for Oregon. This publication consists of a geodatabase containing coseismic geohazard maps and quantitative ground shaking and ground deformation maps; a report describing the methods used to prepare the geodatabase, and map plates showing 1) the highest level of shaking (peak ground velocity) expected to occur with a 2% chance in the next 50 years, equivalent to the most severe shaking likely to occur once in 2,475 years; 2) median shaking levels expected from a suite of 30 magnitude 9 Cascadia subduction zone earthquake simulations; and 3) the probability of experiencing shaking of Modified Mercalli Intensity VII, which is the nominal threshold for structural damage to buildings. -
BRGMON-1 | Lower Bridge River Aquatic Monitoring
Bridge River Project Water Use Plan Lower Bridge River Aquatic Monitoring Implementation Year 6 Reference: BRGMON-1 BRGMON-1 Lower Bridge River Aquatic Monitoring, Year 6 (2017) Results Study Period: April 1 2017 to March 31 2018 Jeff Sneep Chris Perrin, Shauna Bennett, and Jennifer Harding, Limnotek Josh Korman, Ecometric Research Field Studies and Data Collection Completed by: Alyson McHugh, Danny O’Farrell, and Elijah Michel, Coldstream Ecology Ltd. November 7, 2018 BRGMON-1 Lower Bridge River Aquatic Monitoring, Year 6 (2017) Results Report Prepared for: St’at’imc Eco-Resources Report Prepared by: Jeff Sneep Chris Perrin, Shauna Bennett & Jennifer Harding, Limnotek, and Josh Korman, Ecometric Research Field Studies and Data Collection Completed by: Alyson McHugh, Danny O’Farrell & Elijah Michel, Coldstream Ecology Ltd. File no. BRGMON-1 April 2018 Lower Bridge River Aquatic Monitoring Year 6 (2017) Executive Summary A second year of high flow monitoring was conducted in 2017. The peak flow release from Terzaghi Dam was 127 m3∙s-1 and average flows for the year were 19 m3∙s-1. The high flow period began in the third week of May, peaked across the month of June, and was ramped back down by the third week of July (high flow duration = 59 days). Outside of the high flow period, the flow releases conformed to the Trial 2 hydrograph from the Lower Bridge River (LBR) flow experiment. Increases in the maximum Terzaghi Dam discharge were expected to have impacts on the aquatic ecosystem in the LBR. In both the short- and long-term, high flows were anticipated to affect periphyton accrual and biomass, benthic invertebrate abundance and diversity, and juvenile salmonid growth and abundance, related to disturbance and changes in habitat suitability associated with the high flows. -
Geohazards Name
Geohazards Name: ______________________________________________________________________ Period: ____________________ Date: _______________ Essential Question: Where are the common locations of geohazards and how do they occur? Geohazards can be defined as events related to the geological state and processes that may cause loss of lives as well as material and environmental damages. These geohazards arise from global geological processes inside the Earth, driving deformation and displacement of its crust. Underneath the thin crust the Earth consists of a sticky fluid of melted rock we call the mantle that undergoes convection that turns and twists like boiling water, causing the crust to move. The earth’s crust is divided in different plates called tectonic plates. When these plates interact the resulting crustal movement can cause earthquakes, allow volcanoes to erupt and set off landslides. All of these three; earthquakes, volcanic eruption and landslides can trigger tsunamis if they happen in or close to the ocean. Earthquake, volcanic eruption, landslide, tsunami, and sinkhole are all classified as geohazards. Earthquakes: Earthquakes occur in plate boundaries or fractures on Earth’s crust that can either be convergent, divergent, or transform. Earthquakes are caused by the sudden release of accumulated strain along these faults, releasing energy in the form seismic waves. A major earthquake is usually followed by aftershocks. Earthquakes may cause liquefaction, landslides, and tsunamis. Most earthquakes happen along the “Pacific Ring of Fire”, convergent boundaries around the Pacific Ocean. Volcanoes: A volcano is an opening in the Earth's crust from which lava, ash, and hot gases flow or are ejected during an eruption. Volcanic hazards vary from one volcano to another and from one eruption to the next. -
Community Risk Assessment
COMMUNITY RISK ASSESSMENT Squamish-Lillooet Regional District Abstract This Community Risk Assessment is a component of the SLRD Comprehensive Emergency Management Plan. A Community Risk Assessment is the foundation for any local authority emergency management program. It informs risk reduction strategies, emergency response and recovery plans, and other elements of the SLRD emergency program. Evaluating risks is a requirement mandated by the Local Authority Emergency Management Regulation. Section 2(1) of this regulation requires local authorities to prepare emergency plans that reflects their assessment of the relative risk of occurrence, and the potential impact, of emergencies or disasters on people and property. SLRD Emergency Program [email protected] Version: 1.0 Published: January, 2021 SLRD Community Risk Assessment SLRD Emergency Management Program Executive Summary This Community Risk Assessment (CRA) is a component of the Squamish-Lillooet Regional District (SLRD) Comprehensive Emergency Management Plan and presents a survey and analysis of known hazards, risks and related community vulnerabilities in the SLRD. The purpose of a CRA is to: • Consider all known hazards that may trigger a risk event and impact communities of the SLRD; • Identify what would trigger a risk event to occur; and • Determine what the potential impact would be if the risk event did occur. The results of the CRA inform risk reduction strategies, emergency response and recovery plans, and other elements of the SLRD emergency program. Evaluating risks is a requirement mandated by the Local Authority Emergency Management Regulation. Section 2(1) of this regulation requires local authorities to prepare emergency plans that reflect their assessment of the relative risk of occurrence, and the potential impact, of emergencies or disasters on people and property. -
British Columbia Geological Survey Geological Fieldwork 1987
GEOLOGY OF THE NOAXE CREEK MAP AREA* (920/02) By J. K. Glover, P. Schiarizza and J. I. Garver KEYWORDS: Regional geology, Noaxe Creek, Warner Pass, The '&aughton 'kough: Marine sedimentary strata of he BridgeRiver terrane, Cadwallader terrane, Tyaughton Middle Jurassic to Lower Cretaceous Relay Mountain GrrNugl trough. Yalakom fault, Shulaps ultramafic complex, wrench and the mid-Cretaceous Taqlor Creek and Jackass Mountain faults. groups (Jeletzky and Tipper, 1968). An Upper Cretaceous succession, which comprises her- INTRODUCTION ally discontinuous, nonmarine basinal deposits that grade up into continental volcanicarcrelated rocks, overlies theo13e: The Noaxe Creek map area lies 200 kilometres north of marine strata of the the Tyaughton trough with local pro- Vancouver on the eastern margin of the Coast Mountains, nounced angular unconformity (Glover and Schiarizra, and covers an area of 1000 squarekilometres within the 1987). Chilcotin Range. The topography and vegetation vary from The BridgeRiver terraneand Tyaughton trough are alpine tosubalpine in thewest, southeast and northeast, thought to have been offset from their correlatives to thc: where elevations range up to 2850 metres, to rolling tree- south, the tiozameen Group andMethow basin, by at leas170 covered ridges with intervening broad river valleys in the kilometres of right-lateral strike-slip movement along the central part of the area. north-trending Fraser - Straight Creek fanlt system during Approximately 70 per cent of the area, mostly north of Late Cretaceous (?) and Early Tertiary time (Monger, 19U). Tyaughton and Noaxe creeks, was mapped at ascale of Earlier, post-Albian fragmentation of the Tyaughton-Methow 120 000 by a four-person field crew duringthe 1987 season. -
Volcanic Landslide Risk Management, Lillooet River Valley, BC: Start of North and South Fsrs to Meager Confluence, Meager Creek and Upper Lillooet River
Volcanic Landslide Risk Management, Lillooet River Valley, BC: Start of north and south FSRs to Meager Confluence, Meager Creek and Upper Lillooet River. Submitted to: Malcolm Schulz, RPF Engineering Officer Metro Vancouver Squamish District Ministry of Forests, Lands and Natural Resource Operations Submitted by: Pierre Friele, P. Geo. Cordilleran Geoscience, PO Box 612, 1021 Raven Drive, Squamish, BC V8B 0A5 March 10, 2012 Table of Contents Introduction ......................................................................................................................... 1 Scope ................................................................................................................................... 1 Hazard & Risk Assessment ................................................................................................. 1 Volcanic Landslide Hazard ................................................................................................. 2 Hazard Frequency and Magnitude .................................................................................. 2 Affected Areas ................................................................................................................ 3 Proximal Zones ........................................................................................................... 3 Distal Zone .................................................................................................................. 4 Consequences of Volcanic Landslide Impacts .............................................................. -
Copyright (C) Queen's Printer, Victoria, British Columbia, Canada
B.C. Reg. 38/2016 O.C. 112/2016 Deposited February 29, 2016 effective February 29, 2016 Water Sustainability Act WATER DISTRICTS REGULATION Note: Check the Cumulative Regulation Bulletin 2015 and 2016 for any non-consolidated amendments to this regulation that may be in effect. Water districts 1 British Columbia is divided into the water districts named and described in the Schedule. Schedule Water Districts Alberni Water District That part of Vancouver Island together with adjacent islands lying southwest of a line commencing at the northwest corner of Fractional Township 42, Rupert Land District, being a point on the natural boundary of Fisherman Bay; thence in a general southeasterly direction along the southwesterly boundaries of the watersheds of Dakota Creek, Laura Creek, Stranby River, Nahwitti River, Quatse River, Keogh River, Cluxewe River and Nimpkish River to the southeasterly boundary of the watershed of Nimpkish River; thence in a general northeasterly direction along the southeasterly boundary of the watershed of Nimpkish River to the southerly boundary of the watershed of Salmon River; thence in a general easterly direction along the southerly boundary of the watershed of Salmon River to the southwesterly boundary thereof; thence in a general southeasterly direction along the southwesterly boundaries of the watersheds of Salmon River and Campbell River to the southerly boundary of the watershed of Campbell River; thence in a general easterly direction along the southerly boundaries of the watersheds of Campbell River and -
Discrimination of Hot Versus Cold Avalanche Deposits: Implications for Hazards Assessment at Mount Meager, British Columbia
Geological Survey of Canada CURRENT RESEARCH 2001-A10 Discrimination of hot versus cold avalanche deposits: implications for hazards assessment at Mount Meager, British Columbia M.L. Stewart, J.K. Russell, and C.J. Hickson 2001 ©Her Majesty the Queen in Right of Canada, 2001 Catalogue No. M44-2001/A10E ISBN 0-660-18390-0 A copy of this publication is also available for reference by depository libraries across Canada through access to the Depository Services Program's website at http://dsp-psd.pwgsc.gc.ca A free digital download of this publication is available from the Geological Survey of Canada Bookstore web site: http://gsc.nrcan.gc.ca/bookstore/ Click on Free Download. All requests for permission to reproduce this work, in whole or in part, for purposes of commercial use, resale or redistribution shall be addressed to: Earth Sciences Sector Information Division, Room 200, 601 Booth Street, Ottawa, Ontario K1A 0E8. Authors’ addresses M.L. Stewart ([email protected]) J.K. Russell ([email protected]) Igneous Petrology Laboratory Earth and Ocean Sciences The University of British Columbia 6339 Stores Road Vancouver, B.C. V6T 1Z4 C.J. Hickson ([email protected]) GSC Pacific, Vancouver 101-605 Robson Street, Vancouver, B.C. V6B 5J3 Discrimination of hot versus cold avalanche deposits: implications for hazards assessment at Mount Meager, British Columbia M.L. Stewart, J.K. Russell, and C.J. Hickson GSC Pacific, Vancouver Stewart, M.L., Russell, J.K., and Hickson, C.J., 2001: Discrimination of hot versus cold avalanche deposits: implications for hazards assessment at Mount Meager, British Columbia; Geological Survey of Canada, Current Research 2001-A10, 10 p.