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 |
|---|---|---|---|---|
| 07/04/2009 | 08358400 | FLOODWAY AT SAN MARCIAL | 1160.0 | A, e |
| 07/03/2009 | 08358400 | FLOODWAY AT SAN MARCIAL | 1190.0 | A, e |
| 07/03/2009 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 1240.0 | A |
| 07/03/2009 | 08331160 | NEAR BOSQUE FARMS | 859.0 | A, e |
| 07/03/2009 | 08329928 | Rio Grande NR Alameda | 1010.0 | A |
| 07/03/2009 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 593.0 | A |
| 07/03/2009 | 08354900 | FLOODWAY AT SAN ACACIA | 1010.0 | A |
| 07/03/2009 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 890.0 | A, e |
| 07/03/2009 | 08330000 | Rio Grande at Albuquerque | 1190.0 | A |
| 07/03/2009 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 1110.0 | A |
| 07/02/2009 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 962.0 | A |
| 07/02/2009 | 08354900 | FLOODWAY AT SAN ACACIA | 918.0 | A |
| 07/02/2009 | 08331160 | NEAR BOSQUE FARMS | 971.0 | A, e |
| 07/02/2009 | 08358400 | FLOODWAY AT SAN MARCIAL | 1050.0 | A, e |
| 07/02/2009 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 1400.0 | A |
| 07/02/2009 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 444.0 | A |
| 07/02/2009 | 08329928 | Rio Grande NR Alameda | 1170.0 | A |
| 07/02/2009 | 08330000 | Rio Grande at Albuquerque | 1400.0 | A |
| 07/02/2009 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 982.0 | A, e |
| 07/01/2009 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 824.0 | A, e |
| 07/01/2009 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 295.0 | A |
| 07/01/2009 | 08331160 | NEAR BOSQUE FARMS | 866.0 | A, e |
| 07/01/2009 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 730.0 | A |
| 07/01/2009 | 08354900 | FLOODWAY AT SAN ACACIA | 750.0 | A |
| 07/01/2009 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 1700.0 | A |