Seismic Vulnerability and Asset Managementca-nv-awwa.org/canv/downloads/sessions/05/...P13 P17 P16...

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Seismic Vulnerability and Asset Management Cal-Nevada AWWA Fall Conference Sacramento, California October 1, 2013 Don Ballantyne, Ballantyne Consulting LLC Laura Robinson, Kleinfelder

Transcript of Seismic Vulnerability and Asset Managementca-nv-awwa.org/canv/downloads/sessions/05/...P13 P17 P16...

Page 1: Seismic Vulnerability and Asset Managementca-nv-awwa.org/canv/downloads/sessions/05/...P13 P17 P16 P18. Historic Earthquake Damage •Water and Wastewater Systems are Damaged in Every

Seismic Vulnerability and Asset Management

Cal-Nevada AWWA Fall ConferenceSacramento, California

October 1, 2013

Don Ballantyne, Ballantyne Consulting LLCLaura Robinson, Kleinfelder

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Agenda

• Introductions and Value Statement

• Asset Management for Municipal Utilities

• Historic Earthquake Damage

• Seismic Risk Evaluation

• Combined Seismic and Non-Seismic Risk

• GIS Tool Use

• Benefit Statement

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Value Statement

• Water Systems Demand Resiliency

• Conventional Asset Management - Risk Distributed Over Design Life

• Seismic Damage is Acute - Widespread Consequences from Discrete Event(s)

• Result:

- Re-prioritization of CIP and O&M $ to Address Combined Risk

- Increased System Resiliency

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Asset Management for Utility Systems

• Define Levels of Acceptable Risk

• Seek to Minimize Total Costs of Assets

o Acquisition

o Operation

o Maintenance

o Renewal/Replace

• Balance Limited Resources and Competing Demands

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• Physical Attributes

• Structural Condition

• Operation and Maintenance Function

• Depreciation/ Present Day Value of Asset

Risk Model Inputs

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• Record Data:

– As-Built Drawings

– Design Drawings

– O&M Manuals

– Bid Documents

– Photos and Videos

– Sketches

• Assessments:

– Field Inspections

– Inspection Technologies

– Work Orders

– Staff Interviews

Data Collection

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• Relative Ranking of Each Asset’s Potential Risk

• Determine Risk Factor

– Product of the Probability of Failure and the Consequence of Failure

URF = S(Fp x Fc )

where:

Fp = probability of failure

Fc = consequence of failure

Utility Risk Factor (URF)

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• Failure to Meet Design Intent

• Failure Modes May Include:

oAge

oCondition

oOperations and Maintenance

oCapacity

o Efficiency

o Safety

Probability of Failure

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• Monetary Cost to Repair/Replace

• Loss of Service

• Residential

• Commercial

• Industrial

• Impacts on Critical Customers

• Environmental Impact

• Regulatory Non-Compliance

Consequence of Failure

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• Public Health and Safety

• High Operating Costs

o Inefficiency

• Secondary Damage

o Property Damage

o Sinkholes

• Public Relations

o Disruption to the Community

Consequence of Failure

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• Relative Ranking of Each Asset’s Potential Risk

• Prioritize Risk throughout System

• Facilitate Capital Improvement Planning (CIP)

• Facilitate O&M Planning

Utility Risk Factor (URF)

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• Mitigate Risk Identified by Addressing:

oProbability of Failure

or

oConsequences of Failure

Utility Risk Factor (URF)

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• Incorporate Seismic Risk into Utility Risk Factor equation

URF = URFNon-Seismic + URFSeismic

Re-Thinking Risk

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Supply Reservoir

WTP

5 MG Steel Tank

10 MG Concrete Reservoir

Liquefiable SoilsLiquefiable Soils

Steel Transmission/Backbone 24-36”

Cast Iron Pipe Distribution

Ductile Iron Pipe Distribution

ASSET CITY Population 105,0007 distribution grid blocks serving 15,000 people ea25’ of pipe/person (375,000’/block)1 manufacturing block #6 (no residential)

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2 3 4

5 6

7 8

New CommercialManufacturing

R1

P2

P1

P3

R2

R3

P4

P5

P14

P6

P8

P9

P7

P10

P11

P15

P12

P13

P17

P16

P18

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Historic Earthquake Damage

• Water and Wastewater Systems are Damaged in Every Major Earthquake

• No Water for Fire Suppression

• Public Health Impacts

• Business Interruption Losses are Potentially the Most Significant

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Historic Earthquake DamageSan Francisco 1989

100mm

settlement 60mm20mm

Pipe damage in the Marina District made fire suppression difficult

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Historic Earthquake Damage San Francisco 1989

• Santa Clara Valley WD Treatment Plant damaged

• Purissima Hills wire-wrapped tank split open

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Historic Earthquake DamageNorthridge 1994

• 2/3 San Fernando Valley were without water

• Treatment plants and tanks damaged

• LADWP restored 1,000+ pipe breaks in 9 days

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Historic Earthquake DamageKobe 1995

Water / Electricity Restoration

0

20

40

60

80

100

120

0 7 14 21 28 35 42 49 56

Days Following Earthquake

Pe

rce

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of

Pe

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ith

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Urban Area Water

Total Water

Electricity

• 1,200 pipe failures in Kobe drained the system making fire suppression problematic

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Historic Earthquake DamageKobe 1995

• Water and wastewater treatment plants were heavily damaged

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Historic Earthquake DamageChristchurch New Zealand 2011

• Liquefaction along the Avon River caused extensive damage to the buried infrastructure

• Water service was restored to inhabited houses in just over 40 days

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Historic Earthquake DamageTohoku, Japan 2011

Moniwa Water Purification Plant-Damage to the sedimentation inclined basin plates.

• Treatment plants and pipelines were damaged due to shaking.

• Water was restored with the help of mutual aid from cities outside the impact area.

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• Select Earthquake Scenarios that Cover the Regional Seismicity

Seismic Risk Evaluation –Earthquake Hazards

Shakemap Scenarios for:Newport –Inglewood M 6.9 and San Andreas M7.8

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• GIS - Overlay Facilities/Pipe on Hazard Map

• Quantify Earthquake Hazards for Each Facility/Pipe Location for Each Scenario

– Shaking Intensity, Wave Propagation

– Fault Rupture Displacement

– Liquefaction Probability, Lateral Spread PGD

– Other Types of PGD,

Seismic Risk Evaluation –Earthquake Hazards

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• Estimate the Damage to the Water System Infrastructure for Each Scenario

Seismic Risk Evaluation –Infrastructure Fragility

– Treatment plants, pump stations, storage – using fragility relationships specific to each• Published

• Facility specific

• Estimate in terms of % replacement cost

• Restoration time

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• Estimate the Damage to the Water System Infrastructure for Each Scenario

Seismic Risk Evaluation –Infrastructure Fragility

– Pipelines • Fragilities from the

ALA

• Pipeline specific fragilities

• Number of breaks/leaks

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Pipeline Damage

ExamplesSanta Clara Valley WD

City of Burnaby, BC

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• For each scenario use network analysis to determine

– Impact on system

– Outage areas

– People and businesses without service

• Calculate outage/repair time as a function of order of repair, extent of damage and resources available to repair

Seismic Risk Consequences

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Example - Consequences

System Pressures (Seattle -Cascadia Subduction Scenario)

Outage Times (LADWP –Northridge Scenario)

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• Calculate the direct and societal losses for all facilities/ pipelines for each scenario (people-days without water)- Overall system scenario risk

Seismic Risk Consequences

• Annualize the losses aggregating all of the scenarios - Overall system risk

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• Deaggregate the annual loss to each system component as a function of expected damage

• Develop Seismic Utility Risk Factor (URFSeismic)

Seismic Risk Consequences

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• Incorporate Seismic Risk into Utility Risk Factor equation

URF = URFNon-Seismic + URFSeismic

Re-Thinking Risk

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Non-Seismic URF Seismic URF Revised URF Non-Seismic Total

R1 0.021 0.551 0.572 8 4 96%

R2 0.000 0.000 0.000 27 27 0%

R3 0.000 0.000 0.000 27 27 0%

WT1 2.785 0.730 3.515 1 1 21%

P1 2.270 0.027 2.297 2 2 1%

P2 2.028 0.027 2.055 3 3 1%

P3 0.046 0.005 0.051 6 13 10%

P4 0.000 0.000 0.000 27 27 0%

P5 0.004 0.003 0.007 24 24 41%

P6 0.004 0.003 0.007 24 24 41%

P7 0.231 0.022 0.254 4 7 9%

P8 0.013 0.016 0.029 15 15 56%

P9 0.013 0.368 0.380 15 6 97%

P10 0.005 0.224 0.230 23 8 98%

P11 0.006 0.143 0.149 22 12 96%

P12 0.020 0.002 0.022 9 20 9%

P13 0.000 0.000 0.000 27 27 0%

P14 0.011 0.003 0.014 19 21 21%

P15 0.007 0.016 0.024 20 18 69%

P16 0.002 0.002 0.004 26 26 53%

P17 0.061 0.143 0.204 5 9 70%

P18 0.012 0.002 0.014 18 22 14%

D1 0.007 0.007 0.013 21 23 49%

D2 0.018 0.007 0.025 10 17 26%

D3 0.018 0.013 0.031 10 14 42%

D4 0.015 0.013 0.028 13 16 46%

D5 0.013 0.010 0.023 14 19 43%

D6 0.023 0.394 0.417 7 5 94%

D7 0.016 0.157 0.173 12 10 91%

D8 0.013 0.157 0.170 17 11 93%

Component

Name

Utility Risk Factor Rank

Asset City Evaluation

% Contribution by

Seismic

Page 35: Seismic Vulnerability and Asset Managementca-nv-awwa.org/canv/downloads/sessions/05/...P13 P17 P16 P18. Historic Earthquake Damage •Water and Wastewater Systems are Damaged in Every

Non-Seismic Rank

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Seismic Rank

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Revised Rank

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• Method to determine expected system functionality for selected earthquake scenarios

• Emergency planning, response , and restoration• Financial impacts – post event planning, insurance, bond

sales • Societal impacts – outage times, potential business

interruption of end users• Information needed to develop project justification using

benefit/cost analysis such as for triple-bottom-line analyses

• Use to justify rate increases to reduce seismic risk• Comprehensive revaluation of risk to reprioritize capital

improvements

Benefits of Implementation

Page 39: Seismic Vulnerability and Asset Managementca-nv-awwa.org/canv/downloads/sessions/05/...P13 P17 P16 P18. Historic Earthquake Damage •Water and Wastewater Systems are Damaged in Every

Questions ?