This table displays mean discharge by day, for USGS stream gages along the Middle Rio Grande
A "P" under the Data Qualifer column indicates provisional data, while "A" indicates approved data. See more details from the USGS here
| Date | USGS Station Name | USGS Full Name | Discharge, Cubic Feet per Second | Data Qualifier |
|---|---|---|---|---|
| 11/29/2010 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 624.0 | A |
| 11/29/2010 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 573.0 | A, e |
| 11/29/2010 | 08331160 | NEAR BOSQUE FARMS | 432.0 | A |
| 11/29/2010 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 596.0 | A, e |
| 11/29/2010 | 08354900 | FLOODWAY AT SAN ACACIA | 561.0 | A |
| 11/29/2010 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 604.0 | A, e |
| 11/29/2010 | 08358400 | FLOODWAY AT SAN MARCIAL | 582.0 | A, e |
| 11/29/2010 | 08330000 | Rio Grande at Albuquerque | 542.0 | A |
| 11/29/2010 | 08329928 | Rio Grande NR Alameda | 569.0 | A, e |
| 11/28/2010 | 08329928 | Rio Grande NR Alameda | 593.0 | A, e |
| 11/28/2010 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 617.0 | A, e |
| 11/28/2010 | 08331160 | NEAR BOSQUE FARMS | 452.0 | A |
| 11/28/2010 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 670.0 | A |
| 11/28/2010 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 595.0 | A, e |
| 11/28/2010 | 08354900 | FLOODWAY AT SAN ACACIA | 586.0 | A |
| 11/28/2010 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 620.0 | A, e |
| 11/28/2010 | 08330000 | Rio Grande at Albuquerque | 561.0 | A |
| 11/28/2010 | 08358400 | FLOODWAY AT SAN MARCIAL | 582.0 | A, e |
| 11/27/2010 | 08358400 | FLOODWAY AT SAN MARCIAL | 547.0 | A, e |
| 11/27/2010 | 08354900 | FLOODWAY AT SAN ACACIA | 589.0 | A |
| 11/27/2010 | 08331160 | NEAR BOSQUE FARMS | 502.0 | A |
| 11/27/2010 | 08329928 | Rio Grande NR Alameda | 618.0 | A, e |
| 11/27/2010 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 636.0 | A, e |
| 11/27/2010 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 590.0 | A, e |
| 11/27/2010 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 711.0 | A |