gathright dam case history – constructing a dam in karst ...€¦ · constructing a dam in karst...
TRANSCRIPT
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Gathright Dam Case History –Constructing a Dam in Karst Geology
H. Marcus Kim, P.E.Geotechnical Engineer - USACE
F. Alex Rutledge, P.E., P.G.
Geotechnical Engineer – Schnabel Engineering
19 September 2012
Virginia
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• Gathright Dam General Information
• Site Geology
• Challenges
• Solutions
PRESENTATION OUTLINE
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General Information - Location
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General Information – Site Map
Gathright Dam
Lake Moomaw
Jackson River
Emergency Spillway
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• Flood Control Act of 1946
• Study Completed in 1964
• Construction 1974 – 1979
• Filling of Reservoir
1979 - 1982
General Information – Project History
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General Information – Typical Dam Cross Section
: clayey silts and silty clays: sand-gravel size material: quarry spall material(2”-6” size)
: up to 16”
UPSTREAM DOWNSTREAM
134
4
2 34
2 Max. Height257-ft
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General Information – Features
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General Information – Features
Dam Crest
Width: 32-ftLength at top: 1,310-ft
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General Information – Features
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General Information – Features
INTAKE TOWER
260-ft TallMulti-level Release Gates
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General Information – Features
LAKE MOOMAW
Length: 12-milesShoreline: 43.5-milesDepth: 80-ft (Avg) & 150-ft (Intake Tower)Surface Area: 2,530-acres
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General Information – Elevations
Flood Control
Spillway El = 1667.5
El = 1554
Top of DamEl = 1684.5
NTS
El = 1582
Conservation Pool
Spillway Design Flood El = 1679.5
El = 1610
Invert Elev at Intake 1430.5
OutletWorks Invert Elev at
Outlet 1424.6
PMF El = 1670.6
Pool of RecordEl. 1598.4Jan 1996
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General Information
• Built and Operated by USACE Norfolk District
• Provides:
• Flood Control – Protection of properties along the Jackson and James Rivers (immediate protection of Covington, VA)
• Water Quality Augmentation – Regulation of the Jackson River minimum flow rate, temperature, and DO levels.
• Recreation – Lake Moomaw and its surrounding areas (camp sites, trails, etc.). Operated and maintained by US Forest Service.
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Geology
• Located in the Appalachian Valley and Ridge Province of Virginia
• Nearly parallel synclinal valleys and anticlinal ridges from intensely folded sedimentary rocks
• Dam located on the Jackson River (Eroded anticlinal ridge)
Typical physiography of Valley and Ridge Province
N
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Geology – Site Geologic MapLICKING CREEK: LIMESTONE
HEALING SPRING: SANDSTONE
COEYMANS: LIMESTONE
UPPER KEYSER: LIMESTONE
CLIFTON FORGE:LIMESTONE, SANDSTONE & MINOR SILTSTONE
LOWER KEYSER: LIMESTONE, SANDSTONE, & MINOR SILTSTONE
TONOLOWAY: LIMESTONE
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Stilling Basin Mitigation(Tonoloway Formation)
• Artesian flow encountered – 1,000+ gpm
• Consolidation Grouting Program
• Depths 20’ to 40’, total of 7,370-linear feet drilled & grouted
• Cavities (avg. 2.5’ vertically) encountered in 98 of the 206 holes.
• Total of 9,803 ft3 of solids (cement & sand) injected
ZONE OF CONSOLIDATION GROUTING BENEATH
CONCRETE SLABS
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Solutions – Stilling Basin Construction Pictures
Concrete slab construction
Tunnel lining frame at Outlet
Nearly completed
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Geology – Geologic Cross Section
TOP OF DAM ELEV. 1684.5 FT
NORMAL CONSERVATION POOL 1582.0 FT
LEFT ABT RIGHT ABT
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Foundation & Abutments Mitigation(Upper Keyser & Coeymans Formations)
• Seepage control & foundation improvement measures included:
• Concrete Membrane in left abutment bedrock
• Consolidation grouting on abutments/foundation
• Curtain grouting along foundation alignment
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Solutions – Foundation & Abutment Schematic
APPROXIMATE LIMITS OF CONSOLIDATION GROUTING (OUTER LIMIT OF CORE AND
FILTER ZONE1)
APPROX. CENTERLINEL OF CURTAIN GROUT
Spacing for consolidation grouting (top) and grout curtain (bottom)
Grouting and Concrete Membrane
Profile of centerline of grout curtain along portion of river channel and
right abutment
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Solutions – Foundation & Abutment Schematic
Left Abutment
Concrete Membrane Wall
Seal Grouting
Consolidation Grouting
Curtain Grouting (Zones 1, 2 and 3)
Conservation Pool Elevation (1582)
Flood Control Pool Elevation (1610)
Top of Embankment (1684.5)
Spillway Design Flood Elevation (1679.5)
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Solutions – Foundation & Abutment Schematic
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Solutions – Foundation & Abutment Schematic
Right Abutment
Conservation Pool Elevation (1582)
Flood Control Pool Elevation (1610)
Top of Embankment (1684.5)
Consolidation Grouting
Curtain Grouting (Zones 1, 2 and 3)
Spillway Design Flood Elevation (1679.5)
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Drilling of foundation grout holes Grout pump
Concrete placement in Membrane Concrete membrane exposed along the slope of the left abutment, note shotcreteing to the left of the membrane
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Dam Monitoring Instrumentation
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Dam Monitoring Instrumentation
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Dam Monitoring Instrumentation
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SUMMARY
• Geologic Formations Highly Prone to Develop Solution Features Exist at the Project Site.
• Karst Features Identified and Dam was Designed & Constructed Accordingly
• Extensive Instrumentation Monitoring Program
• Seepage Control & Foundation Improvement Features Working
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SUMMARY
QUESTIONS?