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 |
|---|---|---|---|---|
| 04/22/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 653.0 | A |
| 04/21/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 560.0 | A |
| 04/21/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 626.0 | A |
| 04/21/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 454.0 | A |
| 04/21/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 703.0 | A |
| 04/21/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 1150.0 | A, e |
| 04/21/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 593.0 | A |
| 04/21/2007 | 08330000 | Rio Grande at Albuquerque | 1170.0 | A |
| 04/21/2007 | 08329928 | Rio Grande NR Alameda | 1150.0 | A |
| 04/20/2007 | 08329928 | Rio Grande NR Alameda | 1220.0 | A |
| 04/20/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 725.0 | A |
| 04/20/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 447.0 | A |
| 04/20/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 642.0 | A |
| 04/20/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 751.0 | A |
| 04/20/2007 | 08330000 | Rio Grande at Albuquerque | 1200.0 | A |
| 04/20/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 1200.0 | A, e |
| 04/20/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 608.0 | A |
| 04/19/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 637.0 | A |
| 04/19/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 777.0 | A |
| 04/19/2007 | 08329928 | Rio Grande NR Alameda | 1010.0 | A |
| 04/19/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 590.0 | A |
| 04/19/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 833.0 | A |
| 04/19/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 1000.0 | A, e |
| 04/19/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 838.0 | A |
| 04/19/2007 | 08330000 | Rio Grande at Albuquerque | 1100.0 | A |