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Dam Breach Analysis Large and Small June 3, 2015 Matt Scott, Water Resources Engineer Lisa Brink, Water Resources Engineer

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Page 1: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Dam Breach AnalysisLarge and Small

June 3, 2015

Matt Scott, Water Resources Engineer

Lisa Brink, Water Resources Engineer

Page 2: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Introduction

• Discussion of Dam BreachTechnical Analysis for a Large and Small Dam

• Dam Safety – Emergency Action Plans

• Considerations for FloodplainAdministrators

Page 3: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Teton Dam Failure - Courtesy geol.ucsb.edu/

Dam Breach Introduction

Dam Break Introduction

Large Versus Small Dams

Lessons Learned

Page 4: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Dam Breach Parameters

• Breach parameter determination fundamental to breach analysis

• Dam breach parameters define the development of a dam breach, and include:

– Breach height, hb

– Breach width, B

– Breach side slopes, m

– Time to full breach formation, tf

m

B

hb

Page 5: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Dam Breach Parameters – Breach Height

hb

hb

Dam in Profile ViewDownstream Face

Page 6: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Dam Breach Parameters – Breach Width

B

Dam in Profile ViewDownstream Face

BB

Page 7: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Dam Breach Parameters – Time to Failure

Dam in Profile ViewDownstream Face

tf

• Directly related to peak flow

• Related to volume of water stored and depth of water stored

Page 8: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Mode of Failure

• Overtopping – uncontrolled flow over the dam

• Piping – seepage through the dam erodes soil, creating a flow path through the embankment

Page 9: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Teton Dam Failure - Courtesy geol.ucsb.edu/

West Point Dam (Large) versus John Creighton Boulevard Dam (Small)

Dam Break Introduction

Large Versus Small Dams

Lessons Learned

Page 10: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Project Introduction

• West Point Dam, Georgia

– Map dam breach inundation

– Inform USACE EmergencyAction Plan

• John Creighton Boulevard (JCB), Omaha, NE

– Map dam breach inundation

– Inform City’s EmergencyAction Plan

Courtesy wikimedia.org

Page 11: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

High Hazard

West Point Dam, Georgia JCB, NE

Dam Breach

Large and Small

Page 12: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

PurposeWest Point

West Point

– Power Generation

– Recreation

– Flood Control

– Fish and Wildlife

– Area Redevelopment

– NavigationCourtesy fws.gov

Page 13: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

PurposeJCB

Page 14: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

West Point Dam Size

• At summer normal pool elevation:

– Area of 25,900 acres

– Storage of 604,527 acre-feet

• West Point Dam located on the Chattahoochee River

Courtesy

usace.gov

Page 15: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

JCB Dam Size

• Maximum Capacity:

– Area of 14 acres

– Storage of 90 acre-feet (top of dam)

Page 16: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Input Data - Topographic

West Point Omaha

Dam Breach

Large and Small

Page 17: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Input Data – OperationalWest Point Dam

Courtesy lrn.usace.army.milCourtesy lrn.usace.army.mil

Page 18: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Input Data – OperationalJCB

Page 19: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Breach ParametersPrediction of Embankment Dam Breach Parameters

JCB

Dam Breach

Large and Small

Time to breach (hours) 0.71

Final breach width (ft), B 40

Final breach height (ft), hb 8

West Point

Time to breach (hours) 3.8

Final breach width (ft), B 380

Final breach height (ft), hb 96

m

B

hb

Page 20: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Modeling Approach

West Point JCB

• Unsteady HEC-RAS

– Overtopping Failure

Dam Breach

Large and Small

• Unsteady HEC-RAS

– Sunny Day Analysis versus Spillway Design Storm

– Piping Failure

– Downstream limit: 2-foot difference in water surface elevations (Dam breach versus 100-year)

Page 21: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Modeling Approach – FEMA FIS DataWest Point

Page 22: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Modeling Approach - Incremental Hazard Analysis JCB

• Request by Nebraska DNR

• Dam volume small compared to possible hydrologic events

Page 23: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Downstream CharacterizationWest Point

Rural

Small Towns

Downstream

Modeled Extent

Page 24: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Downstream CharacterizationJCB

Page 25: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Teton Dam Failure - Courtesy geol.ucsb.edu/

Lessons Learned

Dam Break Introduction

Large Versus Small Dams

Lessons Learned

Page 26: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Lessons Learned

• Dam Breach analyses help describe total flood risk in a community

– Potential for dams to increase hazard

• EAPs may be helpful in developing local floodplain ordinances

• Dam breach hazards not intuitive or straightforward

Page 27: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Dam Safety Information

http://www.damsafety.org/map/

Page 28: Dam Breach Analysis - ASFPMWest Point JCB • Unsteady HEC-RAS –Overtopping Failure Dam Breach Large and Small • Unsteady HEC-RAS –Sunny Day Analysis versus Spillway Design Storm

Questions?

Credit: https://susannesartandlife.wordpress.com/tag/shark/