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 |
|---|---|---|---|---|
| 11/22/2005 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 1100.0 | A |
| 11/22/2005 | 08329928 | Rio Grande NR Alameda | 890.0 | A, e |
| 11/22/2005 | 08330000 | Rio Grande at Albuquerque | 847.0 | A |
| 11/22/2005 | 08354900 | FLOODWAY AT SAN ACACIA | 1000.0 | A |
| 11/22/2005 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 893.0 | A, e |
| 11/21/2005 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 875.0 | A |
| 11/21/2005 | 08330000 | Rio Grande at Albuquerque | 840.0 | A |
| 11/21/2005 | 08329928 | Rio Grande NR Alameda | 860.0 | A, e |
| 11/21/2005 | 08358400 | FLOODWAY AT SAN MARCIAL | 472.0 | A |
| 11/21/2005 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 1150.0 | A |
| 11/21/2005 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 695.0 | A |
| 11/21/2005 | 08354900 | FLOODWAY AT SAN ACACIA | 991.0 | A |
| 11/20/2005 | 08354900 | FLOODWAY AT SAN ACACIA | 1010.0 | A |
| 11/20/2005 | 08358400 | FLOODWAY AT SAN MARCIAL | 442.0 | A |
| 11/20/2005 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 830.0 | A |
| 11/20/2005 | 08329928 | Rio Grande NR Alameda | 830.0 | A, e |
| 11/20/2005 | 08330000 | Rio Grande at Albuquerque | 830.0 | A |
| 11/20/2005 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 725.0 | A |
| 11/20/2005 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 1220.0 | A |
| 11/19/2005 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 1110.0 | A |
| 11/19/2005 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 688.0 | A |
| 11/19/2005 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 832.0 | A |
| 11/19/2005 | 08354900 | FLOODWAY AT SAN ACACIA | 996.0 | A |
| 11/19/2005 | 08358400 | FLOODWAY AT SAN MARCIAL | 444.0 | A |
| 11/19/2005 | 08330000 | Rio Grande at Albuquerque | 874.0 | A |