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 |
|---|---|---|---|---|
| 02/06/2006 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 544.0 | A |
| 02/06/2006 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 642.0 | A |
| 02/06/2006 | 08358400 | FLOODWAY AT SAN MARCIAL | 459.0 | A |
| 02/05/2006 | 08358400 | FLOODWAY AT SAN MARCIAL | 478.0 | A |
| 02/05/2006 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 550.0 | A |
| 02/05/2006 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 663.0 | A |
| 02/05/2006 | 08329928 | Rio Grande NR Alameda | 660.0 | A, e |
| 02/05/2006 | 08330000 | Rio Grande at Albuquerque | 613.0 | A |
| 02/05/2006 | 08354900 | FLOODWAY AT SAN ACACIA | 652.0 | A, e |
| 02/05/2006 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 645.0 | A |
| 02/04/2006 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 639.0 | A |
| 02/04/2006 | 08330000 | Rio Grande at Albuquerque | 608.0 | A |
| 02/04/2006 | 08329928 | Rio Grande NR Alameda | 617.0 | A |
| 02/04/2006 | 08358400 | FLOODWAY AT SAN MARCIAL | 472.0 | A |
| 02/04/2006 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 648.0 | A |
| 02/04/2006 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 537.0 | A |
| 02/04/2006 | 08354900 | FLOODWAY AT SAN ACACIA | 645.0 | A, e |
| 02/03/2006 | 08354900 | FLOODWAY AT SAN ACACIA | 635.0 | A |
| 02/03/2006 | 08358400 | FLOODWAY AT SAN MARCIAL | 461.0 | A |
| 02/03/2006 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 633.0 | A |
| 02/03/2006 | 08329928 | Rio Grande NR Alameda | 636.0 | A |
| 02/03/2006 | 08330000 | Rio Grande at Albuquerque | 614.0 | A |
| 02/03/2006 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 524.0 | A |
| 02/03/2006 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 626.0 | A |
| 02/02/2006 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 592.0 | A |