• Vs30 map and borehole info
    • On interactive Google map click here.
    • Ottawa-Gatineau Shape Files.zip
    • High resolution in PDF format ( download here 240MB)
    • High resolution in ArcGIS ArcReader format (download here 216 MB); Instructions for Installation of ArcReader and Opening of Interactive Site Class Map(see below).
    • Download from GSC website at ftp://ftp.nrcan.gc.ca/ess/publications/geopub/of_7067.pdf ; Hunter, J A, Crow, H, Brooks, G R, Pyne, M, Lamontagne, M, Pugin, A, Pullan, S E, Cartwright, T, Douma, M, Burns, R A, Good, R L, Motazedian, D, Kaheshi-Banab, K, Caron, R, Kolaj, M, Muir, D, Jones, A, Dixon, L, Plastow, G, Dion, K, Duxbury, A., 2012.  Ottawa-Gatineau seismic site classification map from combined geological/geophysical data; Geological Survey of Canada, Open File 7067, 1 sheet.
  • T0 map and borehole info
  • Surficial Geology map and borehole info
  • Drift thickness map and borehole info

Instructions for Installation of ArcReader and Opening of Interactive Site Class Map: 1)Copy the folder containing all the files directly to your computer. 2) Open the ArcReader Installation folder and double click on the setup.exe icon to begin the ArcReader installation on your computer. 3)When installation is complete, double click on the .PMF file to view and interact with the Ottawa Site Class map. 4) NB – In order for the street map layer to be visible, you must be connected to the internet.

==============================================================================

Classification of the seismic characteristics of soils has become an important issue for major Canadian cities, including the city of Ottawa, following the 2005 version of the National Building Code of Canada. Carleton University and the Geological Survey of Canada (GSC) have applied different geophysical methods to carry out the site classification measurements within the city of Ottawa. Different methods were used extensively to evaluate the shear wave velocity of soils and rock in the city of Ottawa, Canada, from which the travel-time weighted average shear wave velocity (Vs) from surface to 30 m depth (Vs30) and the fundamental frequency (F0) were computed.

 

Earthquakes do occur in the Ottawa area and although big ones are infrequent, if they occur, the potential impact is great. Earthquake motion varies greatly across the city depending on underlying geology and soil thickness. Subsurface conditions play a major role in the level of damage potential of incoming earthquakes, since the level of earthquake ground motions is amplified by soil overlaying bedrocks. Seismic soil amplification measurements have become an important part of the new edition of National Building Code of Canada (2005).

In order to provide a valuable tool to the engineering community by mapping seismic soil classes in Ottawa, a Working Group on Seismic Hazard Microzonation in the Ottawa Region was established, which is under the OCEERC ( Ottawa Carleton Earthquake Engineering Research Center ) umbrella.  This research program is based on collaboration between Carleton University and Geological Survey of Canada in addressing problems directly related to seismic microzonation in the fields of earthquake hazard mitigation. This research will provide tools for microzonation of near-surface effects on earthquake hazard maps for the Ottawa region, and seismic site amplification of seismographic stations in Ontario. This work can be extended over time to the broader St. Lawrence Valley regions.

Short-term Objectives

  • To identify the appropriate NEHRP site classes (building code classes) to use in the Ottawa region. To provide the soil amplification for the Ottawa region.
  • To provide site response as a function of frequency for Canadian seismic stations in Ontario.

Long-term Objectives

  • To provide microzonation of near-surface effects on earthquake for Ottawa region.
  • To provide NEHRP maps for St. Lawrence valley.
  • To include liquefaction data in the microzonation maps derived from near-surface studies for Ottawa region.

Benefits to Canada/Ottawa

The research program has direct impacts on the mitigation against natural hazards and thus quality of life of Ottawa citizens. The general benefits of seismic microzonation are a better understanding of the potential for and spatial distribution of seismic hazards, and a rational basis for planning and policy making regarding mitigation of those effects. The microzonation maps generated during the course of this research program will be an essential tool for making earthquake emergency plans and for urban planning. In short, the maps will give the authorities relevant and concrete information on where to concentrate mitigation efforts. For example, a seismic hazard map identifying the relative potential for ground motion during an earthquake in different areas can be used to help predict earthquake effects on facilities, such as schools and lifelines, to allow ranking of priority areas or structures in terms of seismic vulnerability and thereby provide a rational basis for distribution of funds for upgrading, retrofitting and other remediation efforts.

Organizations which will benefit from having access to microzonation information include private industry, financial and insurance agencies, emergency services, community planners and groups governing funding and operation of utilities (e.g., water, sewer, gas, telephone, electricity), transportation networks (e.g., roads, bridges, tunnels, railways, ports, airports and mass transit systems), high occupancy structures (e.g., schools, high rise buildings), hazardous goods transportation and storage (e.g., toxic waste repositories and nuclear power stations).

The general benefits of seismic microzonation are a better understanding of the potential for and spatial distribution of seismic hazards. In addition, seismic microzonation information can be incorporated into building codes to improve seismic design of new structures. Assuming that a single building is built to better specifications as a result of this research and does not collapse in an earthquake, the money saved can easily reach a few millions of dollars, especially if injuries to people are avoided.

 

 
 

Technical Support:
  • Rob Burns, Geological Survey of Canada
  • Kevin Brewer, Geological Survey of Canada
  • Tim Cartwright, Geological Survey of Canada
  • Marten Douma, Geological Survey of Canada
  • Ron Good, Geological Survey of Canada

Graduate students

  • Ehsan Karkooti , Ph.D., (2010-current)

  • Heather Crow, M.Sc. student, Microzonation measurements and soil damping, 2008 -2010

  • KasgiKhaheshi-Banab, Ph.D. student, , Microzonation measurements and soil modelling 2005 – 2010

Undergraduate student

  • Krystal  Aubry, undergraduate student , Microzonation measurements; Sensitivity of Leda Clay, 2009-2010
  • Michal Kolaj,  undergraduate student , Microzonation measurements and weak motion soil amplification , 2009-2010
  • Raymond Caron, summer student, Microzonation measurements; Seismic Soil Classification,  2008-2008
  • Ige Folahan, undergraduate student, Microzonation measurements, 2008-2008
  • Adam Jones, undergraduate student, Seismic Microzonation ;Soil Classification , 2005-2006
  • Geoff Plastow, undergraduate student, Seismic Microzonation ;Soil Classification , 2005-2006
  • Aaron Snider, undergraduate student, Seismic Microzonation , , 2004-2005

 

Summer student

  • Laura Katz, summer student, (2010-2010)

  • Olivia Podlesny, summer student, Microzonation measurements; Seismic Background Noise Studies, 2009

  • Laura Dixon, Summer student, Microzonation measurements, 2008

  • Karine Dion, Summer student, Microzonation measurements, 2008

  • Alexander Duxbury, Summer student, Microzonation measurements, 2006-2007

  • Amanda Landriault, Summer student, 2006

  • Viktor Ter-Emmanuil, Summer student, 2005-2006

  • Danika Muir Summer, Summer student, 2004-2005

 

Designed and maintained by Dariush Motazedian, Carleton University