Precipitation.
Reservoir.
Streamflow
There was insufficient precipitation data for a forecast in this
basin.
================================================================================================================================== BELLE FOURCHE & CHEYENNE RIVER BASINS Streamflow Forecasts - January 1, 2000 ================================================================================================================================== | <<====== 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) ====================================================================|=======================|===================================== BELLE FOURCHE & CHEYEN|E RIVER BASINS | | ================================================================================================================================== BELLE FOURCHE & CHEYENNE RIVER BASINS | BELLE FOURCHE & CHEYENNE RIVER BASINS Reservoir Storage (1000 AF) - End of December | Watershed Snowpack Analysis - January 1, 2000 ================================================================================================================================== Usable | *** Usable Storage *** | Number This Year as % of Reservoir Capacity| This Last | Watershed of ================= | Year Year Avg | Data Sites Last Yr Average ========================================================================|========================================================= ANGOSTURA 122.1 105.5 111.1 96.4 | BELLE FOURCHE 4 163 68 | BELLE FOURCHE 178.4 173.1 166.7 90.6 | | DEERFIELD 15.2 14.8 14.3 12.3 | | KEYHOLE 193.8 171.9 176.8 98.2 | | PACTOLA 55.0 54.6 51.5 45.8 | | SHADEHILL 81.4 55.7 57.8 50.7 | | ================================================================================================================================== * 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. (3) - Forecasts produced in cooperation with Alberta Forecasting Staff Canada