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 |
|---|---|---|---|---|
| 06/05/2010 | 08330000 | Rio Grande at Albuquerque | 2750.0 | A |
| 06/05/2010 | 08358400 | FLOODWAY AT SAN MARCIAL | 1260.0 | A |
| 06/04/2010 | 08358400 | FLOODWAY AT SAN MARCIAL | 1530.0 | A |
| 06/04/2010 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 2630.0 | A, e |
| 06/04/2010 | 08331160 | NEAR BOSQUE FARMS | 1680.0 | A, e |
| 06/04/2010 | 08329928 | Rio Grande NR Alameda | 2790.0 | A |
| 06/04/2010 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 1510.0 | A, e |
| 06/04/2010 | 08354900 | FLOODWAY AT SAN ACACIA | 2130.0 | A |
| 06/04/2010 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 1730.0 | A |
| 06/04/2010 | 08330000 | Rio Grande at Albuquerque | 2780.0 | A |
| 06/04/2010 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 1310.0 | A |
| 06/03/2010 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 1470.0 | A, e |
| 06/03/2010 | 08354900 | FLOODWAY AT SAN ACACIA | 2260.0 | A |
| 06/03/2010 | 08331160 | NEAR BOSQUE FARMS | 1820.0 | A, e |
| 06/03/2010 | 08358400 | FLOODWAY AT SAN MARCIAL | 1540.0 | A |
| 06/03/2010 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 2810.0 | A, e |
| 06/03/2010 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 1550.0 | A, e |
| 06/03/2010 | 08329928 | Rio Grande NR Alameda | 2940.0 | A |
| 06/03/2010 | 08330000 | Rio Grande at Albuquerque | 2980.0 | A |
| 06/03/2010 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 2000.0 | A |
| 06/02/2010 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 2080.0 | A |
| 06/02/2010 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 1820.0 | A, e |
| 06/02/2010 | 08331160 | NEAR BOSQUE FARMS | 1960.0 | A, e |
| 06/02/2010 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 1720.0 | A, e |
| 06/02/2010 | 08354900 | FLOODWAY AT SAN ACACIA | 2160.0 | A |