Laserfiche WebLink
<br />._............._..................a...............~....................................................................~.....~.... <br /> <br />UPPER RIO GRANDE BASIN <br />Streamflow Forecasts - April 1. 2004 <br />.................................................................................................................................. <br /> <br />Wetter .....>> I <br />I <br />.................... Chance Of Exceeding * ...................... I <br />90'11 70'11 50'11 (Most Probable) 30'11 10'11 I 30-'lr Avg. <br />I (lOOOAF) (lOOOAF) I (leO.OAF) ('II AVG.) I (lOOOAF) (lOOOAF) I (lOOOAF) <br />....................................................................I....._............D..._I._._~......._.....................-.. <br />Rio Grande at Thirty Mile Bridge APR-SEP 87 105 I 120 88 I 137 166 136 <br />I I <br />I 101 86 I <br />I I <br />I 295 86 I <br />I I <br />I 120 91 I <br />I I <br />I 460 87 I <br />I I <br />I 25 76 I <br />I I <br />I 62 89 I <br />I I <br />I <br />I <br /> <br />Forecast Point <br /> <br />Forecast <br />Period <br /> <br />Rio Grande Reservoir Inflow <br /> <br />APR-JUL <br /> <br />Rio Grande at Wagon Wheel Gap <br /> <br />APR-SEP <br /> <br />South Fork Rio Grande at South Fork <br /> <br />APR-SEP <br /> <br />Rio Grande nr Del Norte <br /> <br />APR-SEP <br /> <br />Saguache Creek nr Saguache <br /> <br />APR-SEP <br /> <br />Alamosa Creek abv Terrace Reservoir <br /> <br />APR-SEP <br /> <br />La Jara Creek nr Capulin <br /> <br />MAR-JUL <br /> <br />Trinchera Creek <br /> <br />APR-SEP <br /> <br />Sangre de Cristo Creek <br /> <br />APR-SEP <br /> <br />Ute Creek <br /> <br />APR-SEP <br /> <br />Platoro Reservoir Inflow <br /> <br />APR-JUL <br />APR-SEP <br /> <br />Conejos River nr Mogote <br /> <br />APR-SEP <br /> <br />San Antonio River at Ortiz <br /> <br />APR-SEP <br /> <br />L~s Pinos River nr Ortiz <br /> <br />APR-SEP <br /> <br />CUlebra Creek at San Luis <br /> <br />APR-SEP <br /> <br />Costilla Reservoir inflow <br /> <br />MAR-JUL <br /> <br />Costilla Creek nr Costilla <br /> <br />MAR-JUL <br /> <br />.a.........................................................................................--..................................... <br /> <br />27 <br /> <br />26 <br /> <br /><<...... Drier ...... <br /> <br />Future Conditions <br /> <br />185 <br /> <br />300 <br /> <br />11.9 <br /> <br />3.60 <br /> <br />4.1 <br /> <br />2.20 <br /> <br />3.5 <br /> <br />132 <br /> <br />8.8 <br /> <br />4.6 <br /> <br />4.4 <br /> <br />9.7 <br /> <br />.Reservoir <br /> <br />Usable I <br />Capacity I <br /> <br />UPPER RIO GRANDE BASIN <br />Reservoir Storage (1000 AF) - End of March <br /> <br />77 <br /> <br />84 <br /> <br />19.0 <br /> <br />44 <br /> <br />6.30 <br /> <br />4.40 <br /> <br />44 <br />49 <br /> <br />47 <br /> <br />90 <br /> <br />250 <br /> <br />105 <br /> <br />395 <br /> <br />55 <br /> <br />8.10 <br /> <br />93 <br /> <br />113 <br /> <br />340 <br /> <br />135 <br /> <br />525 <br /> <br />31 <br /> <br />69 <br /> <br />9.90 <br /> <br />11.4 <br /> <br />9.20 <br /> <br />11.6 <br /> <br />62 <br />69 <br /> <br />204 <br /> <br />16.4 <br /> <br />72 <br /> <br />22 <br /> <br />9.0 <br /> <br />22 <br /> <br />133 <br /> <br />118 <br /> <br />7.2 <br /> <br />9.3 <br /> <br />78 <br /> <br />405 <br /> <br />345 <br /> <br />6.80 <br /> <br />77 <br /> <br />156 <br /> <br />132 <br /> <br />7.0 <br /> <br />76 <br /> <br />620 <br /> <br />531 <br /> <br />9.3. <br /> <br />52 <br />57 <br /> <br />57 <br />63 <br /> <br />89 <br />89 <br /> <br />40 <br /> <br />33 <br /> <br />162 <br /> <br />91 <br /> <br />80 <br /> <br />70 <br /> <br />182 <br /> <br />11.8 <br /> <br />14.0 <br /> <br />85 <br /> <br />12.60 <br /> <br />8.70 <br /> <br />58 <br /> <br />88 <br /> <br />14.5 <br /> <br />12.0 <br /> <br />65 <br /> <br />10.5 <br /> <br />16.0 <br /> <br />70 <br /> <br />12.80 <br /> <br />8.80 <br /> <br />5.6 <br /> <br />69 <br /> <br />15.1 <br /> <br />12.2 <br /> <br />7.3 <br /> <br />13.5 <br /> <br />67 <br /> <br />70 <br />77 <br /> <br />64 <br />71 <br /> <br />17.5 <br /> <br />234 <br /> <br />200 <br /> <br />20 <br /> <br />16.4 <br /> <br />83 <br /> <br />74 <br /> <br />30 <br /> <br />23 <br /> <br />11.4 <br /> <br />10.6 <br /> <br />UPPER RIO GRANDE BASIN <br />Watershed Snowpack Analysis - April 1. 2004 <br /> <br />Watershed <br /> <br />CONEJOS & RIO SAN ANTONIO <br /> <br />CULEBRA & TRINCHERA CREEK <br /> <br />UPPER RIO GRANDE BASIN <br /> <br />TOTAL UPPER RIO GRANDE BA <br /> <br />Number <br />of <br /> <br />.................................................................................................................................. <br /> <br />5.6 <br /> <br />14.4 <br /> <br />14.6 <br /> <br />5.6 <br /> <br />3.5 <br /> <br />The average is computed for the 1971-2000 base period. <br /> <br />8.0 <br /> <br />19.0 <br /> <br />12.5 <br /> <br />10.8 <br /> <br />2.7 <br /> <br />This 'lear as 'II of <br /> <br />................. <br /> <br />4 <br /> <br />110 <br /> <br />85 <br /> <br />... Usable Storage ... I <br />This Last <br />I 'lear 'lear Avg I Data Sites Last 'lr Average <br /> <br />~~;;~;;;;;~.......................=.....~~:~......;:;......;:;......~:;.I...;~~;;.~;;;;.;;;~;.........;.......~;~........~;..... <br />- I <br />24.5 I <br />I <br />19.3 I <br /> <br />24.9 I <br />I <br />10.8 I <br />I <br />7.6 I <br />I <br /> <br />PLATORO <br /> <br />53.7 <br /> <br />RIO GRANDE <br /> <br />51.0 <br /> <br />SANCHEZ <br /> <br />103.0 <br /> <br />SANTA MARIA <br /> <br />45.0 <br /> <br />TERRACE <br /> <br />13.1 <br /> <br />.................................................................................................................................. <br /> <br />5 <br /> <br />52 <br /> <br />62 <br /> <br />12 <br /> <br />142 <br /> <br />83 <br /> <br />23 <br /> <br />103 <br /> <br />77 <br /> <br />. 90'11. 70'11. 30'11, an4 10'11 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 10'11 and 90'11 Chance of Exceeding are actually 5'11 and 95'11 exceedance levels. <br />(2) - The value is natural volume - actual volume may be affected by upstream water. management. <br />