Precipitation
Reservoir
Streamflow
Yields from 60 to 119 percent are expected in the basin during the forecast
period. The following yields are based on the fifty percent chance
probability runoff for the April through September forecast period. The
Sweetwater near Alcova is forecast to yield about 88,000 acre-feet (119
percent of average). Deer Creek at Glenrock is expected to yield about 64
percent of average (25,000 acre-feet). LaPrele Creek above the reservoir is
estimated to yield 60 percent of average (14,900 acre-feet). North Platte
River below Guernsey Reservoir is expected to yield about 96 percent of
normal (949,000 acre-feet), and below Glendo Reservoir is anticipated to
yield about 95 percent of average (911,000 acre-feet). Laramie River near
Woods should yield about 102 percent of average (138,000 acre-feet). The
Little Laramie near Filmore should produce about 56,000 acre-feet (88
percent of average).
================================================================================================================================== LOWER NORTH PLATTE, SWEETWATER & LARAMIE RIVER BASINS Streamflow Forecasts - March 1, 1999 ================================================================================================================================== | <<====== 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) ====================================================================|=======================|===================================== Sweetwater River nr Alcova APR-JUL 40 65 | 82 119 | 99 125 69 APR-SEP 44 70 | 88 119 | 106 132 74 | | Deer Creek at Glenrock APR-SEP 10.3 18.3 | 25 64 | 33 46 39 | | La Prele Creek ab La Prele Reservoir APR-JUL 2.4 8.1 | 14.9 60 | 25 46 25 | | North Platte River blw Glendo APR-SEP 539 | 911 95 | 1396 963 | | North Platte River blw Guernsey APR-SEP 564 | 949 96 | 1454 989 | | Laramie River nr Woods APR-SEP 72 111 | 138 102 | 165 204 135 | | Little Laramie River nr Filmore APR-SEP 35 48 | 56 88 | 64 77 64 | | ================================================================================================================================== LOWER NORTH PLATTE, SWEETWATER & LARAMIE RIVER BASINS | LOWER NORTH PLATTE, SWEETWATER & LARAMIE RIVER BASINS Reservoir Storage (1000 AF) - End of February | Watershed Snowpack Analysis - March 1, 1999 ================================================================================================================================== Usable | *** Usable Storage *** | Number This Year as % of Reservoir Capacity| This Last | Watershed of ================= | Year Year Avg | Data Sites Last Yr Average ========================================================================|========================================================= ALCOVA 184.3 157.7 157.6 157.1 | SWEETWATER 3 146 103 | GLENDO 506.4 450.9 447.9 383.1 | DEER & LaPRELE CREEKS 4 87 89 | GUERNSEY 45.6 19.4 24.3 13.6 | N PLATTE abv Laramie R. 27 112 100 | PATHFINDER 1016.5 916.7 971.4 590.0 | LARAMIE RIVER abv Laramie 8 110 96 | SEMINOE 1016.7 705.2 837.5 409.0 | LITTLE LARAMIE RIVER 4 112 91 | WHEATLAND #2 98.9 61.0 63.0 43.2 | LARAMIE RIVER above mouth 11 111 95 | NORTH PLATTE PROJ 1062.1 910.2 1030.2 633.3 | NORTH PLATTE 34 111 99 | KENDRICK PROJECT 1201.7 979.1 1006.7 818.1 | | GLENDO PROJECT USERS 183.2 159.3 158.1 126.8 | | ================================================================================================================================== * 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. (D) - The operational measurement of flow at this point has been discountinued.