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 |
|---|---|---|---|---|
| 08/15/2007 | 08330000 | Rio Grande at Albuquerque | 439.0 | A |
| 08/15/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 80.8 | A |
| 08/15/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 46.3 | A |
| 08/15/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 8.5 | A, < |
| 08/15/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 24.5 | A |
| 08/15/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 30.2 | A, e |
| 08/14/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 71.0 | A |
| 08/14/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 134.0 | A |
| 08/14/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 550.0 | A, e |
| 08/14/2007 | 08330000 | Rio Grande at Albuquerque | 449.0 | A |
| 08/14/2007 | 08329928 | Rio Grande NR Alameda | 460.0 | A, e |
| 08/14/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 75.5 | A |
| 08/14/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 40.4 | A |
| 08/14/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 60.1 | A |
| 08/13/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 189.0 | A |
| 08/13/2007 | 08330000 | Rio Grande at Albuquerque | 477.0 | A |
| 08/13/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 161.0 | A |
| 08/13/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 500.0 | A, e |
| 08/13/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 135.0 | A |
| 08/13/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 49.5 | A |
| 08/13/2007 | 08329928 | Rio Grande NR Alameda | 479.0 | A, e |
| 08/13/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 86.8 | A |
| 08/12/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 110.0 | A |
| 08/12/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 460.0 | A, e |
| 08/12/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 179.0 | A |