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 |
|---|---|---|---|---|
| 06/08/2017 | 08358400 | FLOODWAY AT SAN MARCIAL | 2470.0 | A |
| 06/08/2017 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 3270.0 | A, e |
| 06/08/2017 | 08330000 | Rio Grande at Albuquerque | 3230.0 | A |
| 06/08/2017 | 08332010 | FLOODWAY NEAR BERNARDO | 2840.0 | A |
| 06/08/2017 | 08354900 | FLOODWAY AT SAN ACACIA | 2950.0 | A |
| 06/08/2017 | 08331160 | NEAR BOSQUE FARMS | 2680.0 | A |
| 06/08/2017 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 2700.0 | A |
| 06/07/2017 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 2820.0 | A |
| 06/07/2017 | 08330000 | Rio Grande at Albuquerque | 3240.0 | A |
| 06/07/2017 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 2950.0 | A, e |
| 06/07/2017 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 2780.0 | A |
| 06/07/2017 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 3270.0 | A, e |
| 06/07/2017 | 08329928 | Rio Grande NR Alameda | 3370.0 | A |
| 06/07/2017 | 08358400 | FLOODWAY AT SAN MARCIAL | 2480.0 | A |
| 06/07/2017 | 08331160 | NEAR BOSQUE FARMS | 2770.0 | A |
| 06/07/2017 | 08332010 | FLOODWAY NEAR BERNARDO | 2850.0 | A |
| 06/07/2017 | 08354900 | FLOODWAY AT SAN ACACIA | 2870.0 | A |
| 06/06/2017 | 08354900 | FLOODWAY AT SAN ACACIA | 2940.0 | A |
| 06/06/2017 | 08329928 | Rio Grande NR Alameda | 3390.0 | A |
| 06/06/2017 | 08330000 | Rio Grande at Albuquerque | 3260.0 | A |
| 06/06/2017 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 2680.0 | A |
| 06/06/2017 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 3290.0 | A, e |
| 06/06/2017 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 2920.0 | A, e |
| 06/06/2017 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 2830.0 | A |
| 06/06/2017 | 08332010 | FLOODWAY NEAR BERNARDO | 2910.0 | A |