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 |
|---|---|---|---|---|
| 03/03/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 445.0 | A |
| 03/02/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 453.0 | A |
| 03/02/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 596.0 | A |
| 03/02/2007 | 08329928 | Rio Grande NR Alameda | 648.0 | A |
| 03/02/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 665.0 | A |
| 03/02/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 757.0 | A, e |
| 03/02/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 652.0 | A |
| 03/02/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 603.0 | A |
| 03/02/2007 | 08330000 | Rio Grande at Albuquerque | 722.0 | A |
| 03/01/2007 | 08330000 | Rio Grande at Albuquerque | 697.0 | A |
| 03/01/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 666.0 | A |
| 03/01/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 463.0 | A |
| 03/01/2007 | 08329928 | Rio Grande NR Alameda | 636.0 | A |
| 03/01/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 570.0 | A, e |
| 03/01/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 640.0 | A |
| 03/01/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 739.0 | A, e |
| 03/01/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 619.0 | A |
| 02/28/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 710.0 | A, e |
| 02/28/2007 | 08329928 | Rio Grande NR Alameda | 695.0 | A |
| 02/28/2007 | 08330000 | Rio Grande at Albuquerque | 725.0 | A |
| 02/28/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 507.0 | A |
| 02/28/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 658.0 | A |
| 02/28/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 761.0 | A, e |
| 02/28/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 566.0 | A, e |
| 02/28/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 682.0 | A |