Streamflow
The 50 percent chance May through September runoff is anticipated to
be below normal. The Boysen Reservoir inflow is forecast to yield
320,000 acre feet (42 percent of average); the Greybull River nr
Meeteese should yield 80,000 acre feet (41 percent of average); Shell
Creek near Shell should yield 52,000 acre feet (72 percent of average)
and the Bighorn River at Kane should yield 445,000 acre feet (43
percent of average).
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BIGHORN RIVER BASIN
Streamflow Forecasts - May 1, 2001
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| <<====== Drier ====== Future Conditions ======= Wetter =====>> |
| |
Forecast Point Forecast | ==================== Chance Of Exceeding * ====================== |
Period | 90% 70% | 50% (Most Probable) | 30% 10% | 30-Yr Avg.
| (1000AF) (1000AF) | (1000AF) (% AVG.) | (1000AF) (1000AF) | (1000AF)
====================================================================|=======================|=====================================
BOYSEN RESERVOIR Inflow (2) MAY-SEP 211 276 | 320 42 | 425 579 758
| |
GREYBULL RIVER nr Meeteetse MAY-SEP 64 73 | 80 41 | 96 120 195
| |
SHELL CREEK nr Shell MAY-SEP 42 48 | 52 72 | 56 63 72
| |
BIGHORN RIVER at Kane (2) MAY-SEP 283 379 | 445 43 | 598 822 1039
| |
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BIGHORN RIVER BASIN | BIGHORN RIVER BASIN
Reservoir Storage (1000 AF) - End of April | Watershed Snowpack Analysis - May 1, 2001
==================================================================================================================================
Usable | *** Usable Storage *** | Number This Year as % of
Reservoir Capacity| This Last | Watershed of =================
| Year Year Avg | Data Sites Last Yr Average
========================================================================|=========================================================
BOYSEN 596.0 437.3 501.4 502.6 | NOWOOD RIVER 5 97 59
|
BIGHORN LAKE 1356.0 841.2 877.6 789.2 | GREYBULL RIVER 2 60 31
|
| SHELL CREEK 4 78 70
|
| BIGHORN (Boysen-Bighorn) 11 82 61
|
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* 90%, 70%, 30%, and 10% chances of exceeding are the probabilities that the actual volume will exceed the volumes in the table.
The average is computed for the 1961-1990 base period.
(1) - The values listed under the 10% and 90% Chance of Exceeding are actually 5% and 95% exceedance levels.
(2) - The value is natural volume - actual volume may be affected by upstream water management.
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