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 |
|---|---|---|---|---|
| 08/03/2006 | 08330000 | Rio Grande at Albuquerque | 476.0 | A |
| 08/03/2006 | 08358400 | FLOODWAY AT SAN MARCIAL | 2380.0 | A, e |
| 08/03/2006 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 2890.0 | A, e |
| 08/03/2006 | 08329928 | Rio Grande NR Alameda | 426.0 | A |
| 08/03/2006 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 1030.0 | A |
| 08/02/2006 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 1980.0 | A |
| 08/02/2006 | 08330000 | Rio Grande at Albuquerque | 724.0 | A |
| 08/02/2006 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 428.0 | A |
| 08/02/2006 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 3320.0 | A |
| 08/02/2006 | 08354900 | FLOODWAY AT SAN ACACIA | 2790.0 | A, e |
| 08/02/2006 | 08331160 | NEAR BOSQUE FARMS | 1040.0 | A, e |
| 08/02/2006 | 08329928 | Rio Grande NR Alameda | 632.0 | A |
| 08/02/2006 | 08358400 | FLOODWAY AT SAN MARCIAL | 2480.0 | A, e |
| 08/02/2006 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 2900.0 | A, e |
| 08/01/2006 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 3020.0 | A, e |
| 08/01/2006 | 08354900 | FLOODWAY AT SAN ACACIA | 3380.0 | A, e |
| 08/01/2006 | 08330000 | Rio Grande at Albuquerque | 1430.0 | A |
| 08/01/2006 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 1170.0 | A |
| 08/01/2006 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 4850.0 | A |
| 08/01/2006 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 1020.0 | A |
| 08/01/2006 | 08358400 | FLOODWAY AT SAN MARCIAL | 2020.0 | A, e |
| 08/01/2006 | 08331160 | NEAR BOSQUE FARMS | 1950.0 | A, e |
| 08/01/2006 | 08329928 | Rio Grande NR Alameda | 1040.0 | A |
| 07/31/2006 | 08329928 | Rio Grande NR Alameda | 1260.0 | A |
| 07/31/2006 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 3990.0 | A |