A discussion of dam breach technical analysis, emergency action plans for dam safety, and associated considerations for floodplain administrators.
Presented by Matt Scott, Water Resources Engineer and Lisa Brink, Water Resources Engineer of CDM Smith at the Association of State Floodplain Managers (ASFPM) 2015 Conference.
Reservoir Planning: Introduction; Investigations for reservoir planning; Selection of site for a reservoir; Zones of storage in a reservoir; Storage capacity and yield; Mass inflow curve and demand curve; Calculation of reservoir capacity for a specified yield from the mass inflow curve; Determination of safe yield from a reservoir of a given capacity; Sediment flow in streams; Life of reservoir; Reservoir sediment control; flood routing. Various types of Spillways and design.
Reservoir Planning: Introduction; Investigations for reservoir planning; Selection of site for a reservoir; Zones of storage in a reservoir; Storage capacity and yield; Mass inflow curve and demand curve; Calculation of reservoir capacity for a specified yield from the mass inflow curve; Determination of safe yield from a reservoir of a given capacity; Sediment flow in streams; Life of reservoir; Reservoir sediment control; flood routing. Various types of Spillways and design.
Earth and rockfill dams
Dam Classification
Gravity Dam
Arch Dam
Buttress Dam
Earth Dam
Rockfill Dam
Components of Earth Dams
Design Criterion of earth dams
1. Distribution of Runoff
2. Hydrograph Analysis
a) Hydrograph & Unit Hydrograph
b) S - Hydrograph & Synthetic Unit Hydrograph
3. Computation of Design Discharge
a) Rational Formulae
b) SCS Curve Number Method
4. Flood Frequency Analysis
5. Flood Routing
Topics:
1. Types of Gravity Dam
2. Forces Acting on a Gravity Dam
3. Causes of failure of Gravity Dam
4. Elementary Profile of Gravity Dam
5. Practical Profile of Gravity Dam
6. Limiting height of Gravity Dam
7. Drainage and Inspection Galleries
Stream Gauging: Necessity; Selection of gauging sites; Methods of discharge measurement; Area-Velocity method; Venturi flume; Chemical method; weir method; Measurement of velocity; Floats Surface float, Sub–surface float or Double float, Twin float, Velocity rod or Rod float; Pitot tube; Current meter; Working of current meter; rating of current meter; Measurement of area of flow; Measurement of width - Pivot point method; Measurement of depth Sounding rod, Echo- sounder.
Earth and rockfill dams
Dam Classification
Gravity Dam
Arch Dam
Buttress Dam
Earth Dam
Rockfill Dam
Components of Earth Dams
Design Criterion of earth dams
1. Distribution of Runoff
2. Hydrograph Analysis
a) Hydrograph & Unit Hydrograph
b) S - Hydrograph & Synthetic Unit Hydrograph
3. Computation of Design Discharge
a) Rational Formulae
b) SCS Curve Number Method
4. Flood Frequency Analysis
5. Flood Routing
Topics:
1. Types of Gravity Dam
2. Forces Acting on a Gravity Dam
3. Causes of failure of Gravity Dam
4. Elementary Profile of Gravity Dam
5. Practical Profile of Gravity Dam
6. Limiting height of Gravity Dam
7. Drainage and Inspection Galleries
Stream Gauging: Necessity; Selection of gauging sites; Methods of discharge measurement; Area-Velocity method; Venturi flume; Chemical method; weir method; Measurement of velocity; Floats Surface float, Sub–surface float or Double float, Twin float, Velocity rod or Rod float; Pitot tube; Current meter; Working of current meter; rating of current meter; Measurement of area of flow; Measurement of width - Pivot point method; Measurement of depth Sounding rod, Echo- sounder.
Hydraulic failures .... 40%
Seepage failures…….. 30%
Structural failures .... 30%
(1) Overtopping
(2) Erosion of u/s slope by waves
(3) Erosion of d/s slope by wind and rain
(4) Erosion of d/s toe
(5) Frost action
(1) Overtopping = the design flood is under estimated.
spillway capacity is not adequet
spillway gates are not properly operated
free board is not sufficient
excessive settlement of the foundation and dam
(2) Erosion of u/s slope by waves = The waves developed near the top water surface due to the winds, try to notch out the soil from the upstream face and may even, sometimes, cause the slip of the upstream slope.
Upstream stone pitching or riprap should, therefore, be provided to avoid such failures.
(3) Erosion of d/s slope by wind and rain = The rainwater flowing down the slope; may result in the formation of 'gullies' on the downstream slope thus damaging the dam which may generally lead to partial failure of the dam or in some cases it may cause complete failure of the dam.
Erosion of d/s toe : = Toe erosion may occur due to two reasons :
erosion due to tail water
erosion due to cross currents that may come from spillway buckets.
Frost action : = If the earth dam is located at a place where the temperature falls below the freezing point, frost may form in the pores of the soil in the earth dam.
When there is heaving, the cracks may form in the soil. This may lead to dangerous seepage and consequent failure.
Seepage failures : = Seepage failures may occur due to the following causes :
(1) Piping through the foundation
(2) Piping through the dam
(3) Sloughing of d/s toe
Structural failures :=
Structural failures in earth dams are generally shear failures leading to sliding of the tents or the foundations.
(1) u/s and d/s slope failures due to construction pore pressures
(2) u/s slope failure due to sudden drawdown
(3) D/s slope failure due to steady seepage
(4) Foundation slide due to spontaneous liquefaction
(5) Failure due to earthquake
(6) Failure by spreading
(7) Slope protection failures
(8) Failure due to damage caused by borrowing animals
(9) Failure due to holes caused by leaching of water soluable salts
Criteria for safe Design of Earth Dam :
Section of an Earth Dam :
The design of an earth dam essentially consists of determining such a cross section
the dam which when constructed with the available materials will fulfill its required
tion with adequate safety. Thus there are two aspects of the design of an earth dam.
Piney Run Public Meeting 1 October 17, 2018Fairfax County
This project will restore 4,300 feet of stream on Lake Werowance Inc. and privately owned properties. Goals are stabilized stream banks and bed, reduced sediment and nutrients, improved habitat, and enhanced water quality.
Duke Bitsko - Alewife Stormwater Wetlandbio4climate
Duke Bitsko, landscape architect with Chester Engineers describes a large-scale project he worked on in the Alewife Reservation, transforming a degraded low-quality upland habitat into a constructed stormwater wetland and park. The interdisciplinary team incorporated green infrastructure strategies to create diverse upland and wetland native plant communities.
Presented at the Urban and Suburban Carbon Farming to Reverse Global Warming conference at Harvard University on May 3, 2015, organized by Biodiversity for a Livable Climate.
www.bio4climate.org
ASFPM 2016: Applications of 2D Surface flow Modeling in the New HEC-RAS Versi...CDM Smith
Derek Etkin presented "Applications of 2D Surface flow Modeling in the New HEC-RAS Version 5.0" at the 2016 Association of State Floodplain Managers conference.
ASFPM 2016: The History of Coastal Flood Hazard Assessments in the Great LakesCDM Smith
Brian Caufield presented "The History of Coastal Flood Hazard Assessments in the Great Lakes" at the 2016 Association of State Floodplain Managers conference.
Program Management in Developing CountriesCDM Smith
Steve Lowry, Senior Program Manager for CDM Smith's work in Lesotho, describes the challenges of delivering large, critical water projects in the developing world.
Presentation discussing the significant flooding along Sand Creek in Aurora and Commerce City and the improvements undertaken and key take-aways from the project.
Presented by Brian Murphy, P.E. CFM, D.WRE of CDM Smith at the Association of State Floodplain Managers (ASFPM) 2015 Conference.
Disaster Recovery: Managing and Leveraging Multiple Funding SourcesCDM Smith
A detailed guide to understanding and accessing available federal, state and local funding sources for disaster recovery.
Presented by Jordan Williams, CFM of CDM Smith at the Association of State Floodplain Managers (ASFPM) 2015 Conference.
Flood Mitigation Strategy for the Milwaukee 30th Street Corridor Redevelopmen...CDM Smith
The background, strategy and benefits of flood mitigation in an industrial corridor that had experienced significant flooding.
Presented by Eric Loucks, P.E., D.WRE and Kumar Gali, P.E. of CDM Smith at the Association of State Floodplain Managers (ASFPM) 2015 Conference.
Navigating the various floodproofing requirements can be cumbersome and overwhelming to a building owner and/or design professional. This presentation explores various resources and best practices to effectively implement floodproofing measures.
Presented by Manny A. Perotin, PE, CFM of CDM Smith at the Association of State Floodplain Managers (ASFPM) 2015 Conference.
Building Resiliency in Great Lakes CommunitiesCDM Smith
Experiences drawn from the Great Lakes Coastal Flood Study, including identification of local flood hazards, strategy for communicating flood risks, and the development of a coastal mitigation action strategy to reduce and mitigate hazards.
Presented by Jaspreet Randhawa, CFM and Laura Kelliher, CFM of CDM Smith at the Association of State Floodplain Managers (ASFPM) 2015 Conference.
Engaging Communities in Resiliency Efforts Post-Hurricane SandyCDM Smith
Lessons learned from collaborating with stakeholders and communities to recover and build back better after coastal storm events.
Presented by Frannie Bui, P.E. and Lauren Klonsky, P.E. of CDM Smith at the Association of State Flood Plain Managers (ASFPM) 2015 Conference.
Communicating Moderate Wave Risk on Flood Insurance Rate MapsCDM Smith
A discussion of the LiMWA (Limit of Moderate Wave Action) and the Coastal A Zone (CAZ) and how these terms might best be used in the future to communicate, query information and produce reports.
Presented by Alex Sirotek, GISP, CFM of CDM Smith at the Association of State Flood Plain Managers (ASFPM) 2015 Conference.
Updating Georgia’s Coastal Maps: Collaboration on my MindCDM Smith
A discussion of the ongoing Georgia Coastal Mapping Update, a major effort that is progressing by the collaboration of multiple parties. These parties include FEMA, Georgia Department of Natural Resources, contractors and of course, the local stakeholders.
Presented by Onur Celik, PE, CFM, of CDM Smith and Todd Harris, PMP, CFM of the Georgia Department of Natural Resources at the Association of State Flood Plain Managers (ASFPM) 2015 Conference.
This session provides a comprehensive overview of the latest updates to the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (commonly known as the Uniform Guidance) outlined in the 2 CFR 200.
With a focus on the 2024 revisions issued by the Office of Management and Budget (OMB), participants will gain insight into the key changes affecting federal grant recipients. The session will delve into critical regulatory updates, providing attendees with the knowledge and tools necessary to navigate and comply with the evolving landscape of federal grant management.
Learning Objectives:
- Understand the rationale behind the 2024 updates to the Uniform Guidance outlined in 2 CFR 200, and their implications for federal grant recipients.
- Identify the key changes and revisions introduced by the Office of Management and Budget (OMB) in the 2024 edition of 2 CFR 200.
- Gain proficiency in applying the updated regulations to ensure compliance with federal grant requirements and avoid potential audit findings.
- Develop strategies for effectively implementing the new guidelines within the grant management processes of their respective organizations, fostering efficiency and accountability in federal grant administration.
ZGB - The Role of Generative AI in Government transformation.pdfSaeed Al Dhaheri
This keynote was presented during the the 7th edition of the UAE Hackathon 2024. It highlights the role of AI and Generative AI in addressing government transformation to achieve zero government bureaucracy
Up the Ratios Bylaws - a Comprehensive Process of Our Organizationuptheratios
Up the Ratios is a non-profit organization dedicated to bridging the gap in STEM education for underprivileged students by providing free, high-quality learning opportunities in robotics and other STEM fields. Our mission is to empower the next generation of innovators, thinkers, and problem-solvers by offering a range of educational programs that foster curiosity, creativity, and critical thinking.
At Up the Ratios, we believe that every student, regardless of their socio-economic background, should have access to the tools and knowledge needed to succeed in today's technology-driven world. To achieve this, we host a variety of free classes, workshops, summer camps, and live lectures tailored to students from underserved communities. Our programs are designed to be engaging and hands-on, allowing students to explore the exciting world of robotics and STEM through practical, real-world applications.
Our free classes cover fundamental concepts in robotics, coding, and engineering, providing students with a strong foundation in these critical areas. Through our interactive workshops, students can dive deeper into specific topics, working on projects that challenge them to apply what they've learned and think creatively. Our summer camps offer an immersive experience where students can collaborate on larger projects, develop their teamwork skills, and gain confidence in their abilities.
In addition to our local programs, Up the Ratios is committed to making a global impact. We take donations of new and gently used robotics parts, which we then distribute to students and educational institutions in other countries. These donations help ensure that young learners worldwide have the resources they need to explore and excel in STEM fields. By supporting education in this way, we aim to nurture a global community of future leaders and innovators.
Our live lectures feature guest speakers from various STEM disciplines, including engineers, scientists, and industry professionals who share their knowledge and experiences with our students. These lectures provide valuable insights into potential career paths and inspire students to pursue their passions in STEM.
Up the Ratios relies on the generosity of donors and volunteers to continue our work. Contributions of time, expertise, and financial support are crucial to sustaining our programs and expanding our reach. Whether you're an individual passionate about education, a professional in the STEM field, or a company looking to give back to the community, there are many ways to get involved and make a difference.
We are proud of the positive impact we've had on the lives of countless students, many of whom have gone on to pursue higher education and careers in STEM. By providing these young minds with the tools and opportunities they need to succeed, we are not only changing their futures but also contributing to the advancement of technology and innovation on a broader scale.
Many ways to support street children.pptxSERUDS INDIA
By raising awareness, providing support, advocating for change, and offering assistance to children in need, individuals can play a crucial role in improving the lives of street children and helping them realize their full potential
Donate Us
https://serudsindia.org/how-individuals-can-support-street-children-in-india/
#donatefororphan, #donateforhomelesschildren, #childeducation, #ngochildeducation, #donateforeducation, #donationforchildeducation, #sponsorforpoorchild, #sponsororphanage #sponsororphanchild, #donation, #education, #charity, #educationforchild, #seruds, #kurnool, #joyhome
Jennifer Schaus and Associates hosts a complimentary webinar series on The FAR in 2024. Join the webinars on Wednesdays and Fridays at noon, eastern.
Recordings are on YouTube and the company website.
https://www.youtube.com/@jenniferschaus/videos
Understanding the Challenges of Street ChildrenSERUDS INDIA
By raising awareness, providing support, advocating for change, and offering assistance to children in need, individuals can play a crucial role in improving the lives of street children and helping them realize their full potential
Donate Us
https://serudsindia.org/how-individuals-can-support-street-children-in-india/
#donatefororphan, #donateforhomelesschildren, #childeducation, #ngochildeducation, #donateforeducation, #donationforchildeducation, #sponsorforpoorchild, #sponsororphanage #sponsororphanchild, #donation, #education, #charity, #educationforchild, #seruds, #kurnool, #joyhome
What is the point of small housing associations.pptxPaul Smith
Given the small scale of housing associations and their relative high cost per home what is the point of them and how do we justify their continued existance
1. Dam Breach Analysis
Large and Small
June 3, 2015
Matt Scott, Water
Resources Engineer
Lisa Brink, Water
Resources Engineer
2. Introduction
• Discussion of Dam Breach
Technical Analysis for a Large and
Small Dam
• Dam Safety – Emergency Action Plans
• Considerations for Floodplain
Administrators
3. Teton Dam Failure - Courtesy geol.ucsb.edu/
Dam Breach Introduction
Dam Break
Introduction
Large Versus
Small Dams
Lessons
Learned
4. 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
7. 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
8. Mode of Failure
• Overtopping – uncontrolled flow over the dam
• Piping – seepage through the dam erodes soil, creating a
flow path through the embankment
9. 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
10. Project Introduction
• West Point Dam, Georgia
– Map dam breach inundation
– Inform USACE Emergency
Action Plan
• John Creighton Boulevard
(JCB), Omaha, NE
– Map dam breach inundation
– Inform City’s Emergency
Action Plan
Courtesy wikimedia.org
12. Purpose
West Point
West Point
– Power Generation
– Recreation
– Flood Control
– Fish and Wildlife
– Area
Redevelopment
– Navigation
Courtesy fws.gov
14. 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
15. JCB Dam Size
• Maximum Capacity:
– Area of 14 acres
– Storage of 90 acre-feet (top of dam)
16. Input Data - Topographic
West Point Omaha
Dam Breach
Large and Small
17. Input Data – Operational
West Point Dam
Courtesy lrn.usace.army.milCourtesy lrn.usace.army.mil
19. Breach Parameters
Prediction 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
20. 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)
25. Teton Dam Failure - Courtesy geol.ucsb.edu/
Lessons Learned
Dam Break
Introduction
Large Versus
Small Dams
Lessons
Learned
26. 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
Next: Matt
Case study to illustrate the dam breach analysis process
EAPs – recommended by FEMA for dam owners; map flood hazard downstream of dams (traditional flood mapping assumes normal dam operation during a flood).
Next: Matt
Dam Breach Parameters/Concepts
Next: Matt
Direct observation of breach events unlikely, parameters represent measurements taken after breach events
Next: Matt
Next: Matt
Next: Matt
Next: Matt
Next: Matt
Dam Breach Parameters/Concepts
Next: Lisa
Dam Breach Parameters/Concepts
Next: Lisa
Omaha:
-Regulated impoundment > 50 ac-ft of storage
-breach completed to demonstrate effects of breach
-EAP prepared
-No existing regulatory, as no water body presently exists
Next: Lisa
Next: Matt
Next: Lisa
Trib area of approximately 2,400 sq mi
Next: Lisa
Trib area of approximately 350 acres (0.5 sq mi)
Next: Matt
Omaha:
Topographic
Detailed grading for detention
2-feet contours downstream with limited survey
Next: Lisa
Normal flows used to produce electricity
Flood flows routed through spillway controlled by 6 tainter gates
Spillway – clear opening of 300’
Gates – 6 total, 50’ wide by 41’ high
Average regulated discharge of 4,820 cubic feet per second
Maximum spillway flow of 356,830 cubic feet per second
Next: Lisa
Next: Lisa
Omaha:
Matt:
I think that you should briefly discuss the sensitivity analysis completed for the breach parameters.
Next: Matt
Next: Lisa
Next: Lisa
Tradeoffs determing IDF:
-acceptable safety to the public
-effectively applying dam owner resources
Next: Lisa
129 river miles modeled; approx. 5 incorporated areas
Next: Lisa
Next: Matt
Next: Matt
Ordinances – ie. requirement for roads/logistical (not as strict as floodplain development but not totally unrestricted)
Also, limitations to development downstream of existing and proposed dams.
JCB – park setting seems inconsistent with level of hazard presented by dam
Georgia
Inspected All High Hazard Potential Dams in 2013
26 high hazard dams with EAPs
Corps of Engineers – interactive map
Next: Lisa
Ordinances – ie. requirement for roads/logistical (not as strict as floodplain development but not totally unrestricted)
JCB – park setting seems inconsistent with level of hazard presented by dam