Precipitation
Reservoir
Streamflow
Yields from 37 to 66 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 38,000 acre-feet (48 percent of average). Deer Creek at Glenrock is expected to yield about 37
percent of average (15,000 acre-feet). LaPrele Creek above the reservoir is estimated to yield 40 percent of average
(9,500 acre-feet). North Platte River below Guernsey Reservoir is expected to yield about 49 percent of normal
(490,000 acre-feet), and below Glendo Reservoir is anticipated to yield about 49 percent of average (480,000 acre-feet).
Laramie River near Woods should yield about 66 percent of average (89,000 acre-feet). The Little Laramie near
Filmore should produce about 42,000 acre-feet (66 percent of average).
================================================================================================================================== LOWER NORTH PLATTE, SWEETWATER & LARAMIE RIVER BASINS Streamflow Forecasts - January 1, 2002 ================================================================================================================================== | <<====== 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 15.9 27 | 35 47 | 52 76 74 APR-SEP 17.8 30 | 38 48 | 55 80 80 | | Deer Creek at Glenrock APR-SEP 2.7 8.9 | 15.0 37 | 23 37 41 | | La Prele Creek ab La Prele Reservoir APR-SEP 0.8 4.3 | 9.5 40 | 17.7 37 24 | | Alcova to Orin Gain APR-JUL 20 42 | 56 37 | 95 152 152 APR-SEP 23 45 | 59 37 | 98 156 161 | | North Platte River blw Glendo Reserv APR-JUL 212 368 | 475 50 | 582 738 960 APR-SEP 344 425 | 480 49 | 592 758 990 | | North Platte River blw Guernsey Resv APR-JUL 321 419 | 485 50 | 618 813 970 APR-SEP 323 422 | 490 49 | 628 830 1010 | | Laramie River nr Woods APR-SEP 43 70 | 89 66 | 117 159 135 | | Little Laramie River nr Filmore APR-SEP 26 36 | 42 66 | 52 66 64 | | ================================================================================================================================== LOWER NORTH PLATTE, SWEETWATER & LARAMIE RIVER BASINS | LOWER NORTH PLATTE, SWEETWATER & LARAMIE RIVER BASINS Reservoir Storage (1000 AF) - End of December | Watershed Snowpack Analysis - January 1, 2002 ================================================================================================================================== Usable | *** Usable Storage *** | Number This Year as % of Reservoir Capacity| This Last | Watershed of ================= | Year Year Avg | Data Sites Last Yr Average ========================================================================|========================================================= ALCOVA 184.3 156.2 156.4 154.4 | SWEETWATER 2 101 87 | GLENDO 506.4 192.8 236.8 282.9 | DEER & LaPRELE CREEKS 2 47 52 | GUERNSEY 45.6 11.0 10.1 7.2 | N PLATTE abv Laramie R. 17 73 66 | PATHFINDER 1016.5 487.1 700.5 635.7 | LARAMIE RIVER abv Laramie 3 69 60 | SEMINOE 1016.7 480.4 717.9 631.1 | LITTLE LARAMIE RIVER 1 57 50 | WHEATLAND #2 98.9 19.0 --- 42.2 | LARAMIE RIVER above mouth 4 65 57 | NORTH PLATTE PROJ 1062.1 260.7 526.8 568.4 | NORTH PLATTE 17 71 64 | KENDRICK PROJECT 1201.7 830.1 972.0 819.8 | | GLENDO PROJECT USERS 183.2 135.0 136.5 116.2 | | ================================================================================================================================== * 90%, 70%, 30%, and 10% chances of exceeding are the probabilities that the actual volume will exceed the volumes in the table. (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.