Assignment5_EarthquakeRisk_50_EMES101.ALL_Fall23
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University of North Carolina, Chapel Hill *
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Course
101
Subject
Geology
Date
Dec 6, 2023
Type
docx
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EMES101.ALL Fall23
Assignment Grade: up to 12 points
Group Contribution Grade: up to 3 points
Assignment 5: Determining Earthquake Risk
Group Number:
Group Members Present (first and last names):
Each group member present must WRITE THEIR OWN NAME above to earn credit for contributing to the assignment.
Do not write the names of group members who are not present.
Scribes’ initials:
Share the scribe duty with everybody present.
This means you must rotate who writes the answers to different questions.
Once you’ve completed your scribe duty, initial above.
You are part of a team of geologists for the USGS (U.S. Geologic Survey) tasked with determining areas of
high seismic risk in the state of California using the following calculation:
Risk = Hazard x Vulnerability x Value
Where:
hazard
= the chance that the building will experience strong shaking
vulnerability
= the likelihood that the building will collapse due to earthquake hazards
value
= the number of lives potentially affected
Your team previously identified San Francisco as being of one of the highest hazard areas in California; it
lies within the San Andreas Fault Zone and has a high probability of a M7.0-7.9 earthquake occurring in the
next 30 years.
The city of San Francisco has passed a bond measure that will give $10 million each to
retrofit 2 schools out of 5 or 6 that have the highest seismic risk.
Your job is to conduct a risk assessment
on 1 of the schools while other teams assess the others.
Once teams compile and share their risk
assessment data, you will determine which schools have the highest risk and make recommendations to
the school board on how to delegate the $20 million dollars for seismic retrofitting.
Learning objectives
•
Assess the risk for your school based on quantified values for hazard, vulnerability, and value.
•
Compare your results with other geologic teams and make a recommendation on which two
schools should be retrofitted at a cost of $10 million each.
Part 1: Determining Risk
Examine the overview maps of the San Francisco area schools.
Find each of the labeled schools on the San
Francisco map.
Your team of geologists will be assigned to examine
one
of the schools based on the data
folder you receive.
If you’re completing this digitally as an individual, your school is El Camino High
School, and its data is in a downloadable file in Sakai’s Assignments tab.
All groups and individuals will
calculate risk using the using a scaled down version of the
FEMA Rapid Screening Protocol for Buildings
and
quantifying values for variables A-G:
Risk
=
(
A
+
B
+
C
)
9
×
(
D
+
E
+
F
)
3.5
×G
Where
hazard
consists of:
Where
vulnerability
consists of:
Where
value
consists of:
A = peak ground acceleration
D = soft stories
G = population
B = liquefaction potential
E = unreinforced masonry
C = landslide potential
F = vertical or plan irregularity
Tabulate the data for
only your assigned school
in the table below.
Note that columns A-G correspond to the
variables in the previous equation.
You must write your answers in the table below to be graded; we will
NOT grade your answers in the Google Sheet.
(4 points, 0.5 points for each column).
Hazard
Vulnerabili
ty
Value
Analysis
School
A
: Peak
Ground
Acceleration
B
:
Liquefactio
n Potential
C
:
Landslide
Potential
D
: Soft
Stories?
E
:
Unreinforce
d Masonry
F
: Vertical or
Plan
Irregularity
G
:
Population
Risk Factor R
=
[(A+B+C)/9] x
[(D+E+F)/3.5]
x G
Marina Middle
School
Garfield
Elementary
School
Francisco Middle
School
Herbert Hoover
Middle School
Guadalupe
Elementary
School
El Camino High
School
Table 1. Complied data and risk analysis.
Before continuing, refresh your team’s memory by revisiting the components of section 8.6 in your text on
ground shaking, liquefaction, and seismically induced landslides.
A.
Peak Ground Acceleration
The Strong Shaking Potential Map shows the peak ground acceleration that is 98% likely to occur in 50
years.
The value of peak ground acceleration is a measure of the most violent shaking expected in a likely
earthquake.
The higher the acceleration, the stronger the shaking.
Colors on the map correspond to
peak ground acceleration in terms of the fraction of free-fall acceleration (“% g”).
Values of % g
associated with each color are listed on the map’s legend.
Use the following categories to score your
school’s location (from 1-3) based on the ground acceleration (% g) and, therefore, the seismic hazard
due to strong shaking.
Write your team’s determined score for variable A in column A on the Table 1.
<30% g: Low hazard = 1
30-60% g: Moderate hazard = 2
>60% g: Significant hazard = 3
Examine the geology map.
What’s the relationship between the materials that the all the schools in
your map sit on and their % g?
If your school is Herbert Hoover, Guadalupe or El Camino, examine
only the area on geologic map for those 3 schools.
Furthermore, if your school is Camino, what’s the
ground likely composed of based on the Strong Shaking Potential Map?
(1 point)
B.
Liquefaction Potential
Review the process of and variable involved in liquefaction in
this video
and
this video
.
Then examine
the Liquefaction Susceptibility map.
This map displays the likelihood of liquefaction due to earthquake
shaking.
Colors on the map correspond to different categories of liquefaction susceptibility as indicated
by the color defined in the map’s legend.
Score each school location’s liquefaction hazard (from 1-3)
based on the liquefaction hazard.
Write your team’s determined score for variable B in column B on
Table 1.
Low / Very Low hazard = 1
Moderate hazard = 2
High / Very High hazard = 3
C.
Landslide Potential
To gauge the slope at your school’s site, examine the provided photographs of your school and view the
landscape around your school using the Terrain Layer in Google Maps at the bottom left corner.
Generally, the steeper the slope the greater the potential for ground failure.
Estimate the landslide
hazard using the categories below.
Score each school’s location using the corresponding numbers
based on the landslide hazard.
Write your team’s landslide score for variable C in column C on Table 1.
Low hazard: on flat land = 1
Moderate hazard: at foot of slope or on gradual slope = 2
High hazard: Building is on a steep slope = 3
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D. E.
F.
Building Vulnerability: Soft Stories, Unreinforced Masonry, and Vertical or Plan Irregularity
Building construction plays a large role in determining risk.
You can assess some major construction
issues using the photos provided of the school buildings.
Note that most schools have multiple
buildings.
Do your best to visually assess
all
the buildings and give the maximum score for each
category.
Note: $10 million is enough to retrofit
one
school building.
Examine the provided photographs of the buildings and walk around it virtually by dragging the Street
View icon
to your school in Google Maps to the see if there are any “soft stories”, floors of the
building with few supporting walls, such as parking garages or large auditoriums, that are underneath
other floors of the building.
Watch
this video
for a demonstration of a soft story collapse and what can
be done to prevent it, and view
this picture
and
this picture
of soft-story collapse in San Francisco’s
Marina District from the 1989 M
w
6.9 Loma Prieta earthquake.
If the buildings do not have soft stories = 0
If the buildings have soft stories = 1
Buildings made of unreinforced masonry (URM), brick or concrete without reinforcement, are
particularly susceptible to earthquake damage because they provide little ability for the structure to
bend and flex during an earthquake.
Read
the first 3 pages of this USGS and California Geological
Survey’s
report on unreinforced masonry buildings in California and examine
this photo
from San
Francisco’s Marina District after the 1989 Loma Prieta earthquake to inform your team.
For this
project, you have little information besides the photos in your data file.
Score each school for URM
using the photos.
Write your team’s determined score for variable E in column E on Table 1.
If the building is not made of URM = 1
If the building might be made of URM = 1.5
If there is clear evidence that a building is made of URM = 2
Buildings with a vertical irregularity (different parts at different heights) or plan irregularity (deviations
from a box-shape) tend to fare poorly in earthquakes.
Give each building with either type of
irregularity a score of 0.5.
If the buildings do not have vertical or plan irregularities = 0
If the buildings have vertical or plan irregularities = 0.5
G. Population
The “value” we are using when calculating risk is the number of lives at risk.
Information about the
number of students, faculty, and staff is provided in Table 2.
Table 2. Population data for select San Francisco schools.
Calculating Risk
Now that you’ve quantified variables, calculate risk for your school using the equation on page 2.
Show
your work.
Write your school’s risk score in the Analysis column on Table 1.
Navigate to the appropriate Google Sheet, find your school, enter your group number in the second
column, and then type in all the data you team has complied for your school.
Each person completing
this assignment as an individual should enter their name and data for El Camino High School in a
separate row.
Create a new row if necessary.
EMES101.001:
Google Sheet
EMES101.002:
Google Sheet
Part 2: Analysis
1.
Examine the other teams’ data.
How do your values compare with other teams’ values for the same
school?
Are there variables you are less certain about?
Which data, if any, would you like to better
constrain, remeasure, or find other ways to estimate?
(1 point)
2.
Calculated risk allows you to compare schools in terms of the number of students protected by an
earthquake retrofit.
Which factor, aside from population, has the most influence on the calculated
risk?
(2 points)
3.
Which 2 schools should receive funding for seismic retrofitting?
Articulate your reasoning for each.
(1
point)
4.
Seismic
hazard
mitigation options include a
dding deep piles to foundations and/or
dewatering or densifying sediment to mitigate liquefaction.
Soft stories in
buildings can be reinforced to reduce collapse, braced frames, corner struts, and
connectors can strengthen a building’s framework, and shock absorbers and/or
rollers can be installed under a building’s foundation to reduce movement.
R
efresh
your team’s memory of these techniques by revisiting section 11.5 in your text.
Which
mitigation option is most appropriate for your highest risk school?
Why?
(2 points)
5.
At some schools, other measures may be more effective at mitigating
risk
than seismic retrofitting.
Possible measures include abandonment and increased earthquake drills and training.
Your team
needs to consider the ramifications of closing schools in high seismic risk areas to make informed and
balanced recommendations to the school board.
List the top 2 human-related/societal issues that
would result if you recommended a high-risk school be abandoned.
Consider total school enrollment,
vulnerable populations, the cost of living, the cost of new construction, and available land for a new
school to be built, transportation for kids to and from a new school, etc. (1 point)
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