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<br />JrAMPA, WH:tTE, AND NORTH PLATTE R:tVER BAS:tNS <br />Streamflow Forecasts - April 1, 2004 <br /> <br />~~........__.._..___......_........a....__..~_._........._a.......................................=............................... <br /> <br />.................................................................................................................................. <br /> <br />I <<...... Drier ...... Future Conditions <br />I <br />Forecast Point Forecast I a................... Chance Of Exceeding * <br />Period I 90\ 70\ 50\ (Most Probable) <br />I (1000AF) (lOOOAF) I (1000AF) (\ AVG.) <br />..............--....................................................1....................... <br />NORTH PLATTE RIVER nr Northgate APR-SEP 9.0 67 I 107 40 <br />I <br />LARAMIE RIVER nr Woods APR-SEP 18.0 55 I 81 60 <br />I <br />Yampa R abv Stagecoach Res APR-JUL 9.2 15.1 I 19.1 66 <br />I <br />Yampa River at Steamboat Springs APR-JUL 108 148 I 175 63 <br />I <br />Elk River nr Milner APR-JUL 100 142 I 175 54 <br />I <br />Elkhead Creek nr Elkhead APR-JUL 11.0 16.2 I 21 54 <br />I <br />ELKHEAD CREEK blw Maynard Gulch APR-JUL 13.7 26 I 34 58 <br />I <br />Fortification Ck nr Fortification MAR-JUN 0.75 1.80 I -3.50 47 <br />I <br />Yampa River nr Maybe11 APR-JUL 230 415 I 535 54 <br />I <br />Little Snake River nr Slater APR-JUL 72 94 I 110 69 <br />I <br />LITTLE SNAKE R nr Dixon APR-JUL _ 120 186 I 230 70 <br />I <br />LITTLE SNAKE R nr Lily APR-JUL 116 185 I 230 63 <br />I <br />Wh~te River nr Meeker APR-JUL 120 148 I 170 59 <br />I <br /> <br />Wetter .....>> <br />.....KC...~.=.~~...... <br />30\ 10\ 30-Yr Avg. <br />(1000AF) (1000AP) (1000AF) <br />............a........................ <br />147 205 270 <br />107 144 135 <br />23 29 29 <br />201 241 280 <br />211 271 325 <br />27 40 39 <br />42 54 59 <br />5.20 7.70 7.50 <br />655 840 990 <br />128 156 159 <br />275 340 3.30 <br />275 345 365 <br />196 241 290 <br /> <br />YAMPA, WHITE, AND NORTH PLATTE RIVER BASINS <br />Reservoir Storage (1000 AF) - End of March <br /> <br />.................................................................................................................................. <br /> <br />YAMPA, WHITE, AND NORTH PLATTE RIVER BASINS <br />WatershedSnowpack Analysis - April 1, 2004 <br /> <br />I <br />I <br />.................................................................................................................................. <br />Usable I *** Usable Storage *** I Number This Year as \ of <br />Capacity I This Last I Watershed of ................. <br />I Year- Year Avg -I Data Sites Last Yr Average <br />.....................~....A~........~.....~..........=..................l......................................................... <br />STAGECOACH - 33.3 29.0 26.0 24.6 I LARAMIE RIVER BASIN 4 59 60 <br />I <br />6.9 I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Reservoir <br /> <br />11 <br /> <br />71 <br /> <br />69 <br /> <br />YAMCOLO <br /> <br />9.1 <br /> <br />5.5 <br /> <br />3.0 <br /> <br />NORTH PLAT~E RIVER BASIN <br /> <br />14 <br /> <br />71 <br /> <br />69 <br /> <br />ELK RIVER BASIN <br /> <br />TOTAL NORTH PLATTE BASIN <br /> <br />2 <br /> <br />75 <br /> <br />66 <br /> <br />YAMPA RIVER BASIN <br /> <br />WHITE RIVER BASIN <br /> <br />12 <br /> <br />72 <br /> <br />68 <br /> <br />6 <br /> <br />86 <br /> <br />69 <br /> <br />17 <br /> <br />75 <br /> <br />67 <br /> <br />TOTAL YAMPA AND WHITE RIV <br /> <br />8 <br /> <br />78 <br /> <br />75 <br /> <br />LITTLE SNAKE RIVER BASIN <br /> <br />..................................................................................................~............................... <br /> <br />The average is computed for the 1971-2000 base pariod. <br /> <br />* 90%, 70\, 30\, and 10\ chances of exceeding are the probabilities that the actual volume will exceed the volumes in the table. <br /> <br />(1) _ The values listed under the 10\ and 90\ Chance of Exceeding are actually 5% and 95\ exceedance levels. <br />(2) _ The value is natural volume - actual volume may be affec~ed by upstream water management. <br />