Kelly Barnes Dam Failure

Slides:



Advertisements
Similar presentations
Caddo Lake And Lake O Pines. Lake Caddo Project History Project History Original Dam 1914 Original Dam 1914 Cypress Bayou Navigation Project Cypress Bayou.
Advertisements

NEW JERSEY DAM SAFETY RULES AND REGULATIONS. What is a dam? "Dam" means any artificial dike, levee or other barrier, together with appurtenant works,
The Future of Wixom Lake
Welcome to Timberlake Charles (Charley) F. Hurt, P.E.
Chapter 17: Water Use and Management. Surface Water, Bosnia.
Property Management Contract Oversight VDOTs Outsourced Safety Rest Area Program November 15, 2013 Maintenance Division.
A Short History of the White River Crossing: Battling the Demon of Mount Hood Tom DeRoo Mt. Hood National Forest.
General Permit for Low Hazard Potential Impounding Structures By Robert J. VanLier, P.E. Regional Dam Safety Engineer 900 Natural Resources Drive, Charlottesville,
Buffalo Lake Dam Project Update date Meeting June 30, 2012.
There’s a Dam There? Using GIS to Re-Inventory Alabama Dams
Unit 2 – Making Mountains – Earthquakes Geosc. 10 Earthquakes! Take a Quick Virtual Tour with Dr. Alley through the U.S. Forest Service Madison River Canyon.
Tour of Five Small Flood Control Dams in Iowa and Nebraska Rehabilitation Needs of Aging Small Flood Control Dams.
The Failure of Teton Dam
MARIA CHINI VIKI IOANNOU THEMISTOKLIS TERATSIAS. o Vajont valley: part of the NE Italian Alps region o The dam is located between the mountains Toc and.
Yellowtail Dam & Bighorn Lake Billings, Montana October 18, 2007 RECLAMATION Managing Water in the West.
John H. Kerr Dam and Reservoir John H. Kerr Dam and Reservoir U.S. Army Corps of Engineers Wilmington District.
Watershed Dams in Georgia 1. –357 Total –195 High Hazard (NRCS) –NRCS constructed – owned by local sponsors –Most built between 1950s-1970s for flood.
TRENCHING AND EXCAVATIONS
1 Risk Management Services State of Georgia Risk Management Services Trenching Safety Training Department of Administrative Services Loss Control Services.
OSHAX.org - The Unofficial Guide to the OSHA
OSHA Office of Training and Education
OSHA Office of Training and Education1 Excavations – Subpart P.
June 23, 2011 Southwestern Illinois Council of Mayors.
PHYSICAL MODELING OF BREACH FORMATION Large scale field tests Kjetil Arne Vaskinn, Sweco Gröner Norway.
A Review of the Whittenton Dam Crisis Nicole M. Belk Senior Service Hydrologist NWS Weather Forecast Office, Taunton, MA David R. Vallee Hydrologist-in-Charge.
The North Carolina Dam Safety Program. Our Responsibilities Administration and enforcement of the Dam Safety Law of 1967 and the supplementary Administrative.
Big Bay Lake Dam Failure Materials Provided by Robert J. Millette, P.E. Mississippi Department of Environmental Quality April 19, 2004 Presented By Tom.
US Army Corps of Engineers BUILDING STRONG ® Skiatook Lake Drought Issues and Management.
Breaching the Mahar Regional School Dam Presentation to Ralph C. Mahar Regional School Committee GZA GeoEnvironmental, Inc. February 9, 2011.
Introduction to Planting In Dry Areas This training was prepared by the U.S. Department of Agriculture (USDA) team of Sarah Librea-USDA Foreign Agricultural.
Earth’s Features.
US Army Corps of Engineers BUILDING STRONG ® Consequence Assessment for Dam Failure Simulations Kurt Buchanan, CFM Economist Mapping, Modeling, and Consequences.
Certification Requirements
Hydrology Days 2004 Applied Stochastic Hydrology Lessons Learned from the Brazilian Electric Energy Crisis of 2001 Jerson Kelman President of ANA (Brazilian.
Virginia Department of Conservation & Recreation Virginia Dam Safety & Floodplain Programs William G. Browning, Director Dam Safety & Floodplain Management.
NRCS NRCS Watershed Program In Texas. Water Resources AuthoritiesAuthorities Project ActivitiesProject Activities RehabilitationRehabilitation FundingFunding.
Definitions: Weathering: the break-up of rock at earth’s surface Erosion: the physical removal and transport of rock material by water, wind or ice.
An Unnatural Disaster Social, Legal, and Ethical Considerations for Engineering Managers MEM 604.
Chapter 33 Dam Construction. Objectives After reading the chapter and reviewing the materials presented the students will be able to: Give reasons why.
__________________________ SITES INTEGRATED DEVELOPMENT ENVIRONMENT for WATER RESOURCE SITE ANALYSIS COMPLEX WATERSHEDS SITES IN SERIES.
Hurricanes. Katrina approaching New Orleans August 2005.
Former DuPont Barksdale Works Project Update December 14, 2004 DuPont Corporate Remediation Group Great Lakes Visitors Center.
Riverside County Flood Control and Water Conservation District Murrieta Creek Flood Control, Environmental Restoration and Recreation Project June 2006.
Otter Creek Watershed Meeting January 19, 2008 Mike Dreischmeier Agricultural Engineer Natural Resources Conservation Service.
The Johnstown Flood of 1889 Zach Hummer History 100 Tuesday & Thursday, 11 am December 10, 2009.
US Army Corps of Engineers BUILDING STRONG ® Understanding Sedimentation and Land Use Cover Relationships in the Lake Sidney Lanier Watershed Russell A.
THE TETON DAM FAILURE.
Excavations & Trenching 1 OSHA 1926 Subpart P Bureau of Workers’ Comp PA Training for Health & Safety (PATHS) PPT
This house sits on the top of a hill that is covered with loose soil and rocks. The new owners of this house have some concerns about their property. What.
Mr. Reed for Mrs. Whetstone’s Class October 22,2009.
MS Dam Safety Program Dusty Myers, P.E. Chief, Dam Safety Division.
Suwannee-Satilla Drainage Basin: Flood Control Issues and Requested Action Suwannee-Satilla Regional Water Planning Council Douglas, GA December 8, 2010.
OSHA Office of Training and Education
Excavation & Trench Safety
Ruttinger & Sons Engineering Designed by: Taylor Kasperick Jacob Wilson Loren Ruttinger Presented by: Loren Ruttinger.
B r a z o s R i v e r A u t h o r i t y POSSUM KINGDOM LAKE GATE OPERATIONS.
HYDROLOGY & WATER RESOURCES ENGINEERING TYPES OF SPILLWAYS
Wyoming Association of Rural Water Systems Harry LaBonde Jr, P.E. Director Wyoming Water Development Office April 19, 2016.
Bellringer: How is rock broken up and changed? By Weathering at earth’s surface How is Soil broken up and changed? By Erosion: the physical removal and.
Savannah River Projects
Drainage Study Sections 30 & 34 for Development of City Wide Stormwater Management Master Plan Prepared for City of Palm Coast, Florida Prepared by March.
GATEWAY DRAINAGE SYSTEM 2017 WET SEASON/IRMA OVERVIEW
Tennessee Safe Dams Program
Taum Sauk Dam Failure Missouri, 2005
SAFETY IS TVA’S NUMBER ONE PRIORITY
DO NOW Pick up notes and Review #31 Turn in Review #30.
National Association of State Conservation Agencies
Lake 16 Dam Repair Presentation
Estler Lake Dam Rehabilitation
Urban Water Institute 24th Annual Conference Oroville Dam
Presentation transcript:

Kelly Barnes Dam Failure Toccoa, Georgia November 6, 1977

Kelly Barnes Dam Failure Failed about 1:30 am on November 6, 1977 39 people were killed Damages were estimated at $2.8 Million President Jimmy Carter, at request of Georgia Governor George Busbee, authorized the Corps of Engineers make technical evaluation of dam and cause of failure Assessment team included U.S Army Corps of Engineers, USGS, U.S. Soil Conservation Service, National Weather Service Failure was to become the catalyst for the states establishing dam safety programs for private dams

The Site Dam and lake were located up a valley about 2000 feet upstream of Toccoa Falls in Toccoa, Georgia Valley stream bed was about 40’ wide The Falls were about 100 feet high Immediately below the Falls was the campus of Toccoa Falls Bible College The top of dam was at about elevation 1140 and the campus was about 850 – a difference of almost 300 feet

History of the Dam A rock crib dam was built about 1899 Used to power a small hydroelectric plant at base of the falls In 1937 Toccoa Falls Bible Institute built an earth dam over the crib dam for a more reliable power source After WWII, earth dam was again raised Over time additional pipes/penstocks were installed in the dam and down the valley to the power plant Served as a power source until 1957 After 1957 the lake continued to be used as a recreation source The dam remained virtually unchanged until failure and no evidence was found of any inspection or maintenance program for the dam.

Dam Configuration Just Before Failure Dam was about 38 feet high – top elevation about 1140 msl Dam was about 400 feet long , only about 200 feet of which was over 20 feet high Crest width varied but averaged about 20 feet Normal pool of about 42 acres ( 410 acre feet – 18 million cubic feet of water) Full pool was about 630 acre feet ( 27 million cubic feet of water) An earth spillway beyond the left abutment and a “low spot” in the reservoir rim on right of dam provided flood control There was apparently no intake structure for normal pool control Downstream slopes were steep ( 1v on 1 h in places) and had many large trees

Conditions Prior to Failure on November 6, 1977 Between October 25-26 the area experienced about 3 ½ - 4 ½ inches of rainfall More rain began on November 2 and by November 5 the area had received about 2 ½ inches of additional rain On the evening of November 5-6, there were high winds in the area and one small tornado in the region The National Weather Service estimated that the total rainfall between November2 and November 6 was about 7”

Dam Failed at about 1:30 am on November 6, 1977 GA HWY 17 Bridge Mobile home washed away

Impacts of failure

Impacts of Failure Dorm flooded to second floor Falls after the failure – note rubble Dorm flooded to second floor

Likely Cross Section Dam contained remnants of old construction – crib dam Pipes for penstocks embedded in dam – some dating to early 1900’s Dam section was homogeneous – no filter zones Slopes were irregular Tree roots penetrated dam

Breach looking Upstream Photos of Failure Lakebed looking downstream Breach looking Upstream

Plan of Failure

Breach looking upstream Photos of Failure Breach Breach looking upstream

Views of Breach Left side of Breach Right Side of Breach- note remnants of rubble, crib dam, pipes, root penetration

Spillway in Left Abutment Photos (cont.) Spillway in Left Abutment Ride Home

Obvious Deficiencies in Dam That May Have Contributed to Failure Mature trees on dam with deep root penetration Buried and deteriorating metal pipes in dam Steep slopes Lack of any inspection or maintenance

Possible Failure Scenarios Slide or slope failure leading to crest breach or “piping” Tree blowing over leading to “piping” “Piping” along one of the abandoned metal pipes in the dam Overtopping Combinations of the above

Results of the Failure Before failure, Corps personnel in Atlanta lobbied for a state dam safety law for private dams – legislature did not support. After failure – Federal government mandated states set up dam safety laws or the federal government would do so. Federal Government mandated an inventory of private dams and provided assistance until states could develop capability and necessary legislation. During the late 1970’s and early 1980’s, nearly all states adopted dam safety laws Thought there was some minor regulation of dams in Virginia during the 70’s and 80’s , the Virginia Dam Safety Program was made into law in 1989.