Streamflow
Yields from 62 to 77 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 46,000 acre-feet (62
percent of average). Deer Creek at Glenrock is expected to yield about 77
percent of average (30,000 acre-feet). LaPrele Creek above the reservoir is
estimated to yield 72 percent of average (18,000 acre-feet). North Platte
River below Guernsey Reservoir is expected to yield about 62 percent of
normal (615,000 acre-feet), and below Glendo Reservoir is anticipated to
yield about 63 percent of average (605,000 acre-feet). Laramie River near
Woods should yield about 76 percent of average (102,000 acre-feet). The
Little Laramie near Filmore should produce about 44,000 acre-feet (69
percent of average).
================================================================================================================================== LOWER NORTH PLATTE, SWEETWATER & LARAMIE RIVER BASINS Streamflow Forecasts - February 1, 2001 ================================================================================================================================== | <<====== 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 16.6 23 | 41 59 | 59 87 69 APR-SEP 18.5 27 | 46 62 | 65 93 74 | | Deer Creek at Glenrock APR-SEP 11.3 21 | 30 77 | 40 58 39 | | La Prele Creek ab La Prele Reservoir APR-SEP 7.3 10.2 | 18.0 72 | 29 52 25 | | North Platte River blw Glendo Reserv APR-JUL 322 478 | 585 63 | 692 848 925 APR-SEP 327 493 | 605 63 | 717 883 958 | | North Platte River blw Guernsey Resv APR-JUL 262 457 | 590 63 | 723 918 938 APR-SEP 275 477 | 615 62 | 753 955 985 | | Laramie River nr Woods APR-SEP 36 75 | 102 76 | 129 168 135 | | Little Laramie River nr Filmore APR-SEP 23 36 | 44 69 | 52 65 64 | | ================================================================================================================================== LOWER NORTH PLATTE, SWEETWATER & LARAMIE RIVER BASINS | LOWER NORTH PLATTE, SWEETWATER & LARAMIE RIVER BASINS Reservoir Storage (1000 AF) - End of January | Watershed Snowpack Analysis - February 1, 2001 ================================================================================================================================== Usable | *** Usable Storage *** | Number This Year as % of Reservoir Capacity| This Last | Watershed of ================= | Year Year Avg | Data Sites Last Yr Average ========================================================================|========================================================= ALCOVA 184.3 156.6 156.0 156.1 | SWEETWATER 3 80 53 | GLENDO 506.4 283.5 327.2 330.8 | DEER & LaPRELE CREEKS 4 126 107 | GUERNSEY 45.6 12.8 13.2 6.8 | N PLATTE abv Laramie R. 26 96 77 | PATHFINDER 1016.5 728.1 935.9 553.0 | LARAMIE RIVER abv Laramie 8 91 73 | SEMINOE 1016.7 680.9 830.1 467.0 | LITTLE LARAMIE RIVER 4 84 66 | WHEATLAND #2 98.9 34.0 66.0 40.1 | LARAMIE RIVER above mouth 11 89 72 | NORTH PLATTE PROJ 1062.1 584.9 945.9 601.0 | NORTH PLATTE 33 95 76 | KENDRICK PROJECT 1201.7 971.2 991.4 819.1 | | GLENDO PROJECT USERS 183.2 136.3 155.2 119.8 | | ================================================================================================================================== * 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.