50 45
DRAINAGE AR EA = 925 SQ . M I.
1960 1920
FU LL POOL EL..1,892.0 FT.
40
1880
30
ELEVATION CRITICAL RULE CURVE
MI NI MUM POWER POOL EL. 1,794.2 FT
1800
BASE ENERGY CONTENT CURVE FLOOD CONTROL RULE CURVE
25 20 15 10 5 0
JUL AUG SEP
1760 1720 1680 1640 1600 1560
VARIABLE REFILL CURVE INFLOW OUTFLOW
OCT
NOV DEC
JAN
FEB MAR APR MAY
JUN
JUL
AUG
SEP
STORAGE AND STREAMFLOW HYDROGRAPHS 1998 - 1999
DUNCAN RIVER AT DUNCAN PROJECT, BRITISH COLUMBIA Chart 9 200 180 160
DRAINAGE AREA = 10,300 SQ. M I.
1754 1750
FULL POOL EL. 1,745.32 FT.
RULE CURVE AS SPECI FI ED BY I JC ORDER
1746
ELEVATION
120 100 80 60 40 20 0
JUL AUG SEP
FLOOD CONTROL RULE CURVE INFLOW OUTFLOW
MI NI MUM POOL EL. 1,739.32 FT.
1738 1734 1730 1726 1722 1718 1714
OCT
NOV DEC
JAN
FEB MAR APR MAY
JUN
JUL
AUG
SEP
STORAGE AND STREAMFLOW HYDROGRAPHS 1998 - 1999
KOOTENAY RIVER AT KOOTENAY LAKE, BRITISH COLUMBIA Chart 10
ELEVATION IN FEET
FLOW IN 1,000 CFS
140
1742
ELEVATION IN FEET
FLOW IN 1,000 CFS
35
1840