99
DAM TYPE: US INCIDENT TYPE: 1A
INCIDENT CAUSE: SI
Incident No.: 196
Dam/Mine Name: Iron Dyke
Mine Location: Sullivan mine, Kimberley, British
Columbia Ore/Tailings Type:
Dam Height (m): 21;
Dam Type: US Dam Fill Material:
Impoundment Volume (Cu. m):
Incident Information:
Date: 23rd August 1991
Incident Type: 1A Cause: SI
Quantity of Tailings Released (Cu. m):
Tailings Travel Distance (m):
Incident Description:
A length of 300m out of a ring dyke 1,500m long,
failed by rotational slip. A foundation
embankment of tailings had been built in 1951,
and the new ring dyke built in 1975. It was raised
every year and heavy construction equipment was
running on the dyke. Failure thought to be due to
excess pore pressures developed in old
foundation embankment due to weight of
machines and raised height of dyke. Out of action
for a year, cost of remedial works over a million
Canadian dollars.
Source: Cominco Ltd., Vancouver, Canada.
Incident No.: 116
Dam/Mine Name: Stancil
Mine Location: Perryville, MD, USA
Ore/Tailings Type: sand & gravel
Dam Height (m): 9
Dam Type: US Dam Fill Material: E
Impoundment Volume (cu. m): 74,000
Incident Information:
Date: 08-25-1989 Incident Type: 1A Cause: SI
Quantity of Tailings Released (cu. m): 38,000
Tailings Travel Distance (m): 100
Incident Description:
Capping of the tailings was in progress when
slope failure breached the embankment over a
width of 280 feet. The clayey silt cap, which
ranged from 8 to 12 feet thick, is thought to have
elevated pore pressures in the clayey tailings
impounded by the embankment. A contributing
factor may have been saturation of the
embankment fill by above- -normal precipitation
prior to the failure. The tailings flowslide
blocked a creek near the embankment toe,
diverting creek discharge, dislodging trees, and
destroying tidal vegetation over an area of 1.2
acres beyond the embankment toe.
Source: Maryland Dept. of Nat. Res., Dam
Safety Div.
Incident No.: 212
Dam/Mine Name: Bekovsky
Mine Location: Kuznetsk coal basin, Western
Siberia, Russia
Ore/Tailings Type: coal/loam, clay
Dam Height (m): 53
Dam Type: US Dam Fill Material: Argillites,
aleurolites, loam, clay - hydraulic fill
Impoundment Volume (Cu. m): 52,000,000
Incident Information:
Date: 3-25-1987 at 16:45
Incident Type: lA Cause: SI
Quantity of Tailings Released (cu. m): none
Tailings Travel Distance (m):
Incident Description;
Starter dam 20m high. Raised with 5m high
dykes. 7th dyke was being placed over a frozen
beach, to raise dam height to 53m. Rotational
slip 15m high x 250m long lowered crest 3m and
bottom of slip moved 3m downstream. Caused by
high rate of filling (260,000 cu m during 2 ½
months). Produced high pore pressures retained
under frozen layer that reduced shear strength to
very low value. Inspection of 7th dyke in June
1988 showed body completely destroyed by
longitudinal cracks, indicating continuing
movement. Piezometers were installed and the
dam was stabilized with toe weighting. When the
dam reached 60m high, no deformations reported.
Source: ICOLD Tailings Committee
Incident No.: 194
Dam/Mine Name: Xishimen
Mine Location: China
Ore/Tailings Type: iron
Dam Height (m): 31
Dam Type: US; Dam Fill Material: T
Impoundment Volume (Cu. m):
Incident Information:
Date: 3-21-1987 at 02:40
Incident Type: lA Cause: SI
Quantity of Tailings Released (cu. m): 2,230
Tailings Travel Distance (m):
Incident Description:
Blocked decant caused pond water to rise too
high, causing failure of downstream slope,
formation of a breach and escape of tailings
Source: ICOLD Tailings Committee.
Incident No.: 117
Dam/Mine Name: Stava
Mine Location: Northern Italy
Ore/Tailings Type: fluorite
Dam Height (m): 29.5 upper and 26.0 lower Dam
Type: US lower, CL upper.
Dam Fill Material: CST