Annual Rio Grande Volumes Flowing Past the Otowi Bridge

USGS Gage 08313000 · Rio Grande at Otowi Bridge, NM
Driest Prior 17 Years (1948–1964) vs. Most Recent 17 Years (2009–2025)
SJCP from RGCC Annual Accounting Sheet 2, Column 7
Heron Reservoir storage: USBR Hydrodata · Downloaded March 2026
All flows in thousand acre-feet (KAF) per calendar year  ·  1 MAF = 1,000 KAF  ·  SJCP = San Juan-Chama Project (transmountain Colorado River basin import)  ·  2025 SJCP unofficial preliminary
1948–1964 · Driest prior 17 years
703
KAF / yr mean · all native basin flow
Min year  256 KAF (1956)
Max year  1,389 KAF (1952)
Yrs ≥ 1 MAF  3 of 17
17-yr total  11,951 KAF
SJCP not yet constructed
2009–2025 · Total Otowi (w/ SJCP)
796
KAF / yr mean · native + SJCP imports
Min year  510 KAF (2018)
Max year  1,415 KAF (2019)
Yrs ≥ 1 MAF  4 of 17
17-yr total  13,532 KAF
Includes ~1,206 KAF SJCP over period
2009–2025 · Native basin flow only
716
KAF / yr mean · SJCP imports subtracted
vs. 1948–1964  +13 KAF/yr (+1.8%)
Yrs ≥ 1 MAF  3 of 17
SJCP avg/yr  ~80 KAF
SJCP 2025  ~40 KAF (prelim.)
Hydrologically ≈ identical to 1948–1964
1.8%
Difference in native
basin flow means
(2009–25 vs 1948–64)
3/17
Years ≥ 1 MAF native
flow — identical in
both eras
39%
SJCP delivery in 2025
vs. stated firm yield
(96,200 AF/yr)
Strip out San Juan-Chama Project imports and the two eras are hydrologically indistinguishable — yet today the same native water yield must support a metro area of 900,000+ people versus roughly 97,000 in 1950, plus decades of aquifer depletion that persistently depresses surface flows.
1948–1964 · Driest Prior 17 Years (USGS annual totals · all native basin flow)
2009–2025 · Most Recent 17 Years (verified USGS daily · navy = native basin flow · cyan = SJCP imports on top)
1948–1964 native Rio Grande basin flow
2009–2025: cyan (top) = SJCP import · navy (bottom) = native basin flow
1,000 KAF (1 MAF) threshold
faded bars = below 1 MAF
Analysis & Interpretation
Principal Finding
It Is As Dry As It Has Ever Been
The 17-year period 2009–2025 is, in terms of native Rio Grande basin water yield, essentially as dry as the driest 17-year period ever recorded since annual Rio Grande Compact water delivery accounting began. Native basin flows at Otowi averaged 716 KAF/yr recently versus 703 KAF/yr then, a difference of only 1.8%. Both periods produced native flows above 1 MAF in exactly 3 of 17 years. The apparent difference in total Otowi flow disappears almost entirely once San Juan-Chama Project imports are subtracted. Strip those out, and the two eras are hydrologically indistinguishable.
Principal Conclusion
Water Demands and the Effective Water Supply Stress Are Now Far Greater
Groundwater pumping from aquifers hydraulically connected to the Rio Grande exerts a persistent depletive effect on surface flows that was much lower during the 1948–1964 drought — making the effective water-supply stress today far greater than the raw Otowi flow numbers suggest. During 1948–1964, the Middle Rio Grande corridor had far fewer people and cities were much smaller: Albuquerque's population in 1950 was roughly 97,000; today the metropolitan area exceeds 900,000. Municipal, industrial, agricultural, and riparian water demand is dramatically greater today. Decades of heavy withdrawals from both the alluvial aquifer and the underlying Santa Fe Group aquifer have drawn down water tables throughout the Middle Rio Grande Valley.
Context
The San Juan-Chama Project Contributed Very Reliably Until Recent Years — Then Didn't
The San Juan-Chama Project (SJCP), a U.S. Bureau of Reclamation transmountain diversion first delivering water in 1971, imports Colorado River basin water through the Azotea Tunnel under the Continental Divide into Heron Reservoir, thence down the Rio Chama to the Rio Grande. Over 2009–2025, SJCP water recorded at the Otowi gage totaled approximately 1,206,000 AF — nearly 1.2 MAF — a very significant supplement during this dry era.

The Bureau of Reclamation originally contracted with New Mexico water users based on a stated "firm yield" of 96,200 AF/yr — the quantity it projected the project could deliver with reasonable certainty each year. Heron Reservoir's 400,000 AF capacity was designed to sustain deliveries through dry years by drawing on surplus stored during wet ones. Heron remained full or nearly full through much of the 1980s and 1990s. Under sustained drought, new inflows from the San Juan headwaters have fallen far short of contractor entitlements, and the reservoir buffer has been unable to compensate. The firm-yield promise has been superseded by climate change.

In 2025, total SJCP water at Otowi — including both current-year Heron releases and ABCWUA withdrawals of previously banked SJCP allocations from Abiquiu Reservoir — was only 40,000 AF.
SJCP Contractor Entitlements · Annual AF
Who Holds the Water
Contractor AF/yr Share
— Municipal & Industrial —
Albuquerque Bernalillo County WUA48,200
Jicarilla Apache Nation6,500
City & County of Santa Fe5,605
Taos Pueblo2,215
Ohkay Owingeh2,000
County of Los Alamos1,200
City of Española1,000
Village of Taos575
Town of Belen500
Town of Bernalillo400
Village of Los Lunas400
Town of Red River60
El Prado Water & Sanitation Dist.40
Taos Ski Valley15
— Irrigation —
Middle Rio Grande Conservancy Dist.20,900
Pojoaque Valley Irrigation District1,030
Stated firm yield96,200
Source: NM OSE / USBR; minor allocations may vary by source.
Heron Reservoir End-of-Year Storage · 1974–2025 USBR Hydrodata · Capacity = 400,000 AF · Dec 31 daily reading each year
End-of-year storage (AF) — capacity line at 400,000 AF · color indicates % full
≥87% full (>350K AF)
50–87% full
25–50% full
<25% full (<100K AF)
400,000 AF capacity
1982–1995
Near full or at capacity
reservoir buffer functioning
27,000 AF
End-of-year storage · 2025
7% of capacity · record low
After sustained high storage through most of the 1980s and 1990s, Heron began declining sharply after 2000 as San Juan headwater drought reduced new inflows. By 2025, end-of-year storage reached ~27,000 AF — less than one-tenth of capacity — confirming that the reservoir buffer designed to ensure firm yield can no longer perform that function.
Otowi gage data: USGS NWIS Site 08313000. 1940–1974: USGS published annual water-supply totals (not calculated from daily records in this analysis). 1975–2025: Calculated from daily mean CFS × 1.9835 AF/day summed to calendar-year totals.  ·  SJCP accounting: Rio Grande Compact Commission Annual Accounting Sheets, Sheet 2 "Deliveries by New Mexico at Elephant Butte," Column 7 "Trans-mountain Diversions," signed by Engineer Advisers for CO, NM, and TX. This column records all SJC-origin water at Otowi regardless of whether it originated from current-year Heron releases or contractor withdrawals of banked SJCP allocations from Abiquiu Reservoir.  ·  2025 SJCP (~40,000 AF): Unofficial preliminary figure from RGCC accounting; to be replaced by signed value. Reclamation firm yield: 96,200 AF/yr (Bureau of Reclamation, usbr.gov/projects).  ·  SJCP contractor entitlements: NM Office of the State Engineer / USBR Upper Chama River Basin Tour Booklet (2013); USBR project page.  ·  Heron Reservoir storage: USBR Hydrodata, end-of-year (Dec 31) daily storage values. Downloaded March 2026.