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Table 2 <br /> Average Annual Baseflows ( af) at Mode led Stream Gages <br />ID Baseflow Station Name BaseFlow Historic Difference <br />8213500 RG: THIRTYMILEBRG 147596 145269 2327 <br />8214500 NCLEAR: BLWCONTRES 21936 21248 687 <br />8216500 WILLOW: CREEDE 16283 16283 0 <br />8217500 RG: WAGONWHEEL 400976 391347 9630 <br />8218500 GOOSE: WAGONWHEEL 44416 44345 71 <br />8219500 SFORKRG: SFORK 146730 146619 110 <br />8220000 RG: DEL NORTE 622782 601411 21372 <br />8220500 PINOS: DEL NORTE 18082 18082 0 <br />8221500 RG: MONTE VISTA 601813 246600 355213 <br />8223000 RG: ALAMOSA 615100 147864 467236 <br />8223500 ROCKCRK: MONTE VISTA 7956 7956 0 <br />8240000 RG: ABV TRINCHERA 668567 180569 487997 <br />8251500 RG: LOBATOS 990830 305146 685683 <br />8236000 ALAMOSA: ABV TERRACE 75914 75913 0 <br />8236500 ALAMOSA: BLW TERRACE 76855 76101 754 <br />8238000 LA JARA: GALLEGOS 13074 11717 1357 <br />8245000 CONEJOS: BLW PLATORO 69824 68077 1747 <br />8246500 CONEJOS: MOGOTE 225908 223312 2596 <br />8247500 SANANTONIO:ORTIZ 18281 18280 0 <br />8248000 LOS PINOS: ORTIZ 81178 81178 0 <br />8248500 SANANTONIO: MANASSA 85383 58101 27282 <br />8249000 CONEJOS: LASAUCES 311314 113364 197950 <br />8250000 CULEBRA: SANLUIS 52410 29992 22418 <br />8252500 COSTILLA: ABV COST 4663 4662 1 <br />8253000 CASIAS: ABV COST 6400 6400 0 <br />8253500 SANTIST:: ABV COST 1200 1200 0 <br />8254000 COSTILLA: BLW COST 14721 14039 683 <br />8255500 COSTILLA: COSTILLA 32561 31751 810 <br />8224500 KERBER: VILGROVE 8560 8559 1 <br />8227500 N CRESTONE: CRESTONE 8560 8559 1 <br />8227000 SAGUACHE: SAGUACHE 46654 43586 3069 <br />8230500 CARNERO: LAGARITA 7438 7364 74 <br />8231000 LA GARITA: LA GARITA 8763 8724 39 <br />8240500 TRINCHERA: FTGARLND 15279 15279 0 <br />8241500 SNDECRIST: FTGARLND 13549 13549 0 <br />8242500 UTE CREEK FTGARLAND 13905 13904 1 <br />8243500 TRINCHERA: BLWSMITH 42031 10841 31189 <br />CBPALACO CBP CANAL 5516 5338 178 <br />Not reported in Table 2 above are baseflows calculated by the model at numerous "no-nodes" <br />represented in the model. These nodes have been placed in the model network at locations where <br />local water users report that the river typically runs dry. Examples include the bottom of San <br />Luis Creek, La Jara Creek and the Alamosa River. Baseflows are calculated at these points to <br />allow appropriate losses to be accounted for when running the model in simulation mode. <br />C:Acdss\Task8-8.doc Phase lc Model September 27, 2000 -Page 9 of 17 <br />