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 |
|---|---|---|---|---|
| 05/07/2019 | 08331160 | NEAR BOSQUE FARMS | 4570.0 | A |
| 05/07/2019 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 4770.0 | A, e |
| 05/07/2019 | 08329928 | Rio Grande NR Alameda | 4720.0 | A |
| 05/07/2019 | 08354900 | FLOODWAY AT SAN ACACIA | 4130.0 | A, e |
| 05/07/2019 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 4380.0 | A |
| 05/07/2019 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 3650.0 | A, e |
| 05/07/2019 | 08358400 | FLOODWAY AT SAN MARCIAL | 3390.0 | A, e |
| 05/06/2019 | 08358400 | FLOODWAY AT SAN MARCIAL | 3280.0 | A |
| 05/06/2019 | 08329928 | Rio Grande NR Alameda | 4980.0 | A |
| 05/06/2019 | 08330000 | Rio Grande at Albuquerque | 5020.0 | A |
| 05/06/2019 | 08332010 | FLOODWAY NEAR BERNARDO | 3500.0 | A |
| 05/06/2019 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 5510.0 | A, e |
| 05/06/2019 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 4020.0 | A |
| 05/06/2019 | 08331160 | NEAR BOSQUE FARMS | 4670.0 | A |
| 05/06/2019 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 3400.0 | A, e |
| 05/06/2019 | 08354900 | FLOODWAY AT SAN ACACIA | 3900.0 | A |
| 05/06/2019 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 4230.0 | A |
| 05/05/2019 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 4060.0 | A |
| 05/05/2019 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 3810.0 | A |
| 05/05/2019 | 08329928 | Rio Grande NR Alameda | 4850.0 | A |
| 05/05/2019 | 08358400 | FLOODWAY AT SAN MARCIAL | 3140.0 | A |
| 05/05/2019 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 5560.0 | A, e |
| 05/05/2019 | 08330000 | Rio Grande at Albuquerque | 4810.0 | A |
| 05/05/2019 | 08332010 | FLOODWAY NEAR BERNARDO | 3360.0 | A |
| 05/05/2019 | 08354900 | FLOODWAY AT SAN ACACIA | 3940.0 | A |