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 |
|---|---|---|---|---|
| 09/25/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 267.0 | A |
| 09/25/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 306.0 | A |
| 09/25/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 396.0 | A |
| 09/24/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 440.0 | A, e |
| 09/24/2007 | 08329928 | Rio Grande NR Alameda | 408.0 | A |
| 09/24/2007 | 08330000 | Rio Grande at Albuquerque | 394.0 | A |
| 09/24/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 165.0 | A |
| 09/24/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 238.0 | A |
| 09/24/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 317.0 | A |
| 09/24/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 183.0 | A, e |
| 09/24/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 262.0 | A |
| 09/23/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 249.0 | A |
| 09/23/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 92.8 | A |
| 09/23/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 430.0 | A, e |
| 09/23/2007 | 08330000 | Rio Grande at Albuquerque | 409.0 | A |
| 09/23/2007 | 08329928 | Rio Grande NR Alameda | 394.0 | A |
| 09/23/2007 | 08355490 | ABOVE US HWY 380 NR SAN ANTONIO | 137.0 | A, e |
| 09/23/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 254.0 | A |
| 09/23/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 300.0 | A |
| 09/22/2007 | 08354900 | FLOODWAY AT SAN ACACIA | 192.0 | A |
| 09/22/2007 | 08330000 | Rio Grande at Albuquerque | 432.0 | A |
| 09/22/2007 | 08355050 | AT BRIDGE NEAR ESCONDIDA | 140.0 | A |
| 09/22/2007 | 08329918 | Rio Grande at Alameda Bridge at Alameda | 440.0 | A, e |
| 09/22/2007 | 08358400 | FLOODWAY AT SAN MARCIAL | 43.4 | A |
| 09/22/2007 | 08331510 | AT STATE HWY 346 NEAR BOSQUE | 263.0 | A |