Oregon Department of Geology and Mineral Industries
2018
Permanent Ground Deformation due to earthquake-induced landslides, Portland Hills Fault M 6.8 earthquake, Dry Soil Conditions, for Clackamas, Multnomah, and Washington Counties, Oregon
raster digital data
Oregon Department of Geology and Mineral Industries Open-File Report
Open-File Report O-18-02
Portland, Oregon, USA
Oregon Department of Geology and Mineral Industries
http://www.oregongeology.org
Oregon Department of Geology and Mineral Industries
2018
Earthquake regional impact analysis for Clackamas, Multnomah, and Washington Counties, Oregon
file geodatabase
Oregon Department of Geology and Mineral Industries Open-File Report
Open-File Report O-18-02
Portland, Oregon, USA
Oregon Department of Geology and Mineral Industries
http://www.oregongeology.org/
Permanent ground deformation (ground failure) estimates due to earthquake-induced landslides are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)
For use in assessing potential damage to buildings and infrastructure resulting from an earthquake.
Permanent Ground Deformation data is accompanied with a Probability value. See accompanying geodatabase and the PHF_M6p8_Prob_landslide_dry raster dataset. Landslides can occur without seismic activity. This data should not be used as an indication of landslide susceptibility.
2018
None planned
ISO 19115 Topic Category
geoscientificinformation
Oregon Geospatial Enterprise Office Metadata Keyword Thesaurus
landslide
landslide risk
lateral spread
earthquake hazard
earthquake risk
Oregon Geospatial Enterprise Office Metadata Keyword Thesaurus
Clackamas
Multnomah
Washington
Oregon Geospatial Enterprise Office Metadata Keyword Thesaurus
Land surface
subsurface
subsoil
Oregon Geospatial Enterprise Office Metadata Keyword Thesaurus
None
REPORT DATA: 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. See the accompanying text report for more details on the limitations of the methods and data used to prepare this publication.
Oregon Department of Geology and Mineral Industries
mailing and physical address
800 NE Oregon Street Suite 965
Portland
Oregon
97232
USA
1 971 673 1555
1 971 673 1562
dogami-info@oregon.gov
When contacting DOGAMI about this data set, please reference the data set title or other identifying information in your correspondence. DOGAMI publications can be downloaded from http://www.oregongeology.org
John Bauer
Oregon Department of Geology and Mineral Industries
Geohazards Analyst
jpeg image (.jpg)
This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Unclassified
Permanent ground deformation is an estimate of the maximum displacement that could occur at a site, given generalized geologic conditions and assumptions on site ground motion. In practice, local site variations may differ significantly from our generalized assumptions, such as anthropogenic modifications to surface water drainage. The methods described below translate a continuous bedrock ground motion into discrete intervals (in this case, pga, at 0.02 g intervals). This discretization introduces a minor error, but one which is minor, considering the larger uncertainties in the earthquake event itself.
Known boundary conditions occur in the local geology datasets, typically on 7.5-minute quadrangle boundaries, due to the heterogeneity of the geologic source data available for the study area.
The three-county area is covered in its entirety.
not applicable
Oregon Department of Geology and Mineral Industries
In preparation
Landslide Susceptibility, Liquefaction Susceptibility, and NEHRP Site Classification for Clackamas, Multnomah, and Washington Counties, Oregon
vector digital data
Oregon Department of Geology and Mineral Industries Open-File Report
In preparation
Portland, Oregon
Oregon Department of Geology and Mineral Industries
1:4000 - 1:100000
As part of a statewide multi-hazard risk assessment effort for Oregon, we developed a lookup table method for rapid loss estimation from a Cascadia Subduction Zone M 9.0 earthquake, and from a Portland Hills Fault M 6.8 earthquake (Bauer, 2016). All combinations of discretized bedrock ground motion, and all combinations of NEHRP site classification, liquefaction susceptibility, and landslide susceptibility, were run through the Hazus model. Building loss ratios, along with ground failure probabilities and lateral spread amount, were captured in a lookup table. Of the four site ground motion parameters, the Hazus ground failure model uses only the site peak ground acceleration.
Landslide susceptibility, dry scenario, developed as part of this project but published under separate cover (Appleby and others, 2018), was available as a 10-foot raster. The NEHRP site classification, available from the same study, was converted to a 10-foot integer raster, using a 1 through 4 scale (B=1, C=2, D=3, E and F = 4). Liquefaction susceptibility, available in polygon form from the same study, was converted to a 10-foot raster grid using the liquefaction susceptibility rating. Lastly, the bedrock pga raster data for a Portland Hills Fault M6.8 earthquake, (data accompanied this report) was multiplied by 100 and converted to an integer raster.
A Hazus-based ground failure raster layer was created by combining the four raster layers (bedrock pga, NEHRP, and liquefaction and landslide susceptibility) into an integer key, which was then used to access the lookup table. Landslide susceptibility values (0 through 10) were multiplied by 1, Liquefaction susceptibility values (0 through 5) were multiplied by 100. NEHRP classification, converted to a 1 to 4 scale (B=1 ... E=4), were multiplied by 1,000. Lastly, the discretized bedrock peak ground acceleration, at 0.02 g increments, was multiplied by 10,000. The four raster layers were then added together. The integer key was then used to access the lookup table to obtain a Hazus-derived permanent ground deformation (PGD) value and a probability of occurrence value. For example, a key of 162010 refers to a record with pga = 16% g, NEHRP site classification of C, liquefaction susceptibility of zero, and a landslide susceptibility of 10.
The raster layer attribute table was joined to the lookup table. Individual values of PGD and probability were exported to a new raster using the Lookup function in Esri Spatial Analyst. For the dry soil conditions scenario, only the landslide PGD and Probability were exported to individual rasters, one of which is supplied here.
Oregon Department of Geology and Mineral Industries
mailing and physical address
800 NE Oregon Street Suite 965
Portland
Oregon
97232
USA
1 971 673 1555
1 971 673 1562
dogami-info@oregon.gov
When contacting DOGAMI about this data set, please reference the data set title or other identifying information in your correspondence. DOGAMI publications can be downloaded from http://www.oregongeology.org
FEMA, 2011
Earthquake-induced landslide model
Federal Emergency Management Agency, 2011, Hazus-MH 2.1 Technical manual, Earthquake model: Washington, D.C., 718 p.
Table
67
OBJECTID
OBJECTID
OID
4
0
0
Internal feature number.
Esri
Sequential unique whole numbers that are automatically generated.
VALUE
Amount of ground deformation that may occur due to earthquake-induced landslide, in cm
FEMA, 2011
Value
Integer
4
0
0
Count
Count
Double
8
0
0
Oregon Department of Geology and Mineral Industries
mailing and physical address
800 NE Oregon Street Suite 965
Portland
Oregon
97232
USA
1 971 673 1555
1 971 673 1562
dogami-info@oregon.gov
When contacting DOGAMI about this data set, please reference the data set title or other identifying information in your correspondence. DOGAMI publications can be downloaded from http://www.oregongeology.org
Although these data have been processed successfully on a computer system at the Oregon Department of Geology and Mineral Industries, no warranty expressed or implied is made by DOGAMI regarding the utility of the data on any other system, nor shall the act of distribution constitute any such warranty.
Oregon Department of Geology and Mineral Industries
mailing and physical address
800 NE Oregon Street Suite 965
Portland
Oregon
97232
USA
1 971 673 1555
1 971 673 1562
dogami-info@oregon.gov
When contacting DOGAMI about this data set, please reference the data set title or other identifying information in your correspondence. DOGAMI publications can be downloaded from http://www.oregongeology.org
Oregon Department of Geology and Mineral Industries Metadata Standard
1.4
None
None
None
None
None
For use in assessing potential damage to buildings and infrastructure resulting from an earthquake.
<DIV STYLE="text-align:Left;"><DIV><P><SPAN>Permanent ground deformation (ground failure) estimates due to earthquake-induced landslides are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)</SPAN></P></DIV></DIV>
This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Permanent Ground Deformation due to earthquake-induced landslides, Portland Hills Fault M 6.8 earthquake, Dry Soil Conditions, for Clackamas, Multnomah, and Washington Counties, Oregon
geoscientificinformation
landslide
landslide risk
lateral spread
earthquake hazard
earthquake risk
<DIV STYLE="text-align:Left;"><DIV><P><SPAN>REPORT DATA: 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. See the accompanying text report for more details on the limitations of the methods and data used to prepare this publication.</SPAN></P></DIV></DIV>
Esri ArcGIS 12.8.0.29751
1
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45.809742
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150000000
5000
1.0
FGDC
PHF_M6p8_PGD_landslide_dry
002
545607.745635
1015217.745635
1144991.050827
1482001.050827
1
Projected
GCS_North_American_1983_HARN
Linear Unit: Foot (0.304800)
NAD_1983_HARN_Oregon_Statewide_Lambert_Feet_Intl
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File Geodatabase Raster Dataset
dataset
EPSG
6.12(9.0.0)
Pixel
33701
46961
10.000000
10.000000
16
1
Upper Left
FALSE
LZ77
1
pixel codes
FGDBR
TRUE
row and column
10.000000
10.000000
20220823