================================================================================================================================== BELLE FOURCHE & CHEYENNE RIVER BASINS Streamflow Forecasts - February 1, 1998 ================================================================================================================================== | <<====== 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) ====================================================================|=======================|===================================== CASTLE CREEK blw Deerfield Dam (2) MAR-JUL 1.97 2.85 | 3.45 70 | 4.05 4.93 4.90 | | ================================================================================================================================== BELLE FOURCHE & CHEYENNE RIVER BASINS | BELLE FOURCHE & CHEYENNE RIVER BASINS Reservoir Storage (1000 AF) - End of January | Watershed Snowpack Analysis - February 1, 1998 ================================================================================================================================== Usable | *** Usable Storage *** | Number This Year as % of Reservoir Capacity| This Last | Watershed of ================= | Year Year Avg | Data Sites Last Yr Average ========================================================================|========================================================= ANGOSTURA 122.1 115.3 94.0 98.1 | BELLE FOURCHE 6 51 87 | BELLE FOURCHE 178.4 175.4 155.8 101.4 | | DEERFIELD 15.2 15.4 15.0 12.8 | | KEYHOLE 193.8 173.4 148.1 98.7 | | PACTOLA 55.0 52.9 53.6 45.8 | | SHADEHILL 81.4 40.5 40.3 49.1 | | ================================================================================================================================== * 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.