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 |
|---|---|---|---|---|
| 03/06/2007 | 08329928 | Rio Grande NR Alameda | 633.0 | A |
| 03/06/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 578.0 | A, e |
| 03/05/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 590.0 | A, e |
| 03/05/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 756.0 | A |
| 03/05/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 857.0 | A, e |
| 03/05/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 566.0 | A |
| 03/05/2007 | 08330000 | Rio Grande at Albuquerque | 766.0 | A |
| 03/05/2007 | 08329928 | Rio Grande NR Alameda | 707.0 | A |
| 03/05/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 471.0 | A |
| 03/05/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 707.0 | A |
| 03/04/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 718.0 | A |
| 03/04/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 584.0 | A |
| 03/04/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 607.0 | A |
| 03/04/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 840.0 | A, e |
| 03/04/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 727.0 | A |
| 03/04/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 437.0 | A |
| 03/04/2007 | 08330000 | Rio Grande at Albuquerque | 774.0 | A |
| 03/04/2007 | 08329928 | Rio Grande NR Alameda | 710.0 | A |
| 03/03/2007 | 08329928 | Rio Grande NR Alameda | 689.0 | A |
| 03/03/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 796.0 | A, e |
| 03/03/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 679.0 | A |
| 03/03/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 588.0 | A |
| 03/03/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 588.0 | A |
| 03/03/2007 | 08330000 | Rio Grande at Albuquerque | 764.0 | A |
| 03/03/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 697.0 | A |