Full diagnostic snapshot pending — this district's weekly-style report (system status, active calls, hydrographs, anomaly flags) is produced by the nightly rotation and appears here after its first run. The tabs above are live now.
Evolution of the network
Gage flow trend & changepoints
What counts as a trend here
Computed 2026-08-20 08:57 from 30 gage(s) with cached period-of-record data. Mann-Kendall (trend) and Pettitt (changepoint) both require at least 8 years spanning at least 10 years of record. A gage below that reports no signal — which is not the same as “no change.”
Of the 30 gages with enough record, 4 are trending down and 2 up, and 4 carry a detected shift. The clearest is ABC LATERAL, -39.6 points of its long-term median per decade over 40 years (p<0.0001). The other 24 show no clear signal either way.
| Gage | Trend | Change / decade points of median | Significance | Years | Changepoint |
|---|---|---|---|---|---|
|
▸
SELIG CANAL SELGCNCO |
↓ decreasing | -148.0 | p=0.018 | 15 | ~2019 |
|
▸
UNCOMPAHGRE RIVER UPSTREAM OF SOUTH CANAL UNCUPSCO |
↓ decreasing | -48.3 | p=0.036 | 17 | ~2017 |
|
▸
ABC LATERAL ABCLATCO |
↓ decreasing | -39.6 | p=0.000 | 40 | ~2013 |
|
▸
SOUTH CANAL NEAR MONTROSE SOUCANCO |
↑ increasing | +23.5 | p=0.002 | 36 | — |
|
▸
MONTROSE & DELTA CANAL MANDCNCO |
↓ decreasing | -13.8 | p=0.003 | 15 | — |
|
▸
UNCOMPAHGRE RIVER AT DELTA, CO. UNCDELCO |
↑ increasing | +2.8 | p=0.048 | 88 | ~1981 |
24 other gage(s) show no significant trend or changepoint (not shown).
How the measurement network itself changed
This basin was not always measured the way it is today — the API-era record is dense and recent, the early record sparse. 28 gage(s) and 61 structure(s) report in 2026, but structure reporting only reached half its modern level around ~1950. Every historical claim below is checked against this: long-term shifts that co-move with the growth of the network carry an explicit measurement-evolution caution, and abandonment screens whose idleness begins before the modern reporting era are flagged †.
| Decade | Gages with data (median yr) | Structures reporting (median yr) |
|---|---|---|
| 1900s | 0 | 1 |
| 1930s | 1 | 2 |
| 1940s | 1 | 0 |
| 1950s | 1 | 57 |
| 1960s | 1 | 70 |
| 1970s | 1 | 74 |
| 1980s | 1 | 72 |
| 1990s | 4 | 68 |
| 2000s | 5 | 52 |
| 2010s | 15 | 63 |
| 2020s | 23 | 61 |
Mass-balance (network closure) trend
Structure divrec-history backfill coverage as of the last check: 7% of 460 schematic-relevant structures. 0 year(s) clear the 30% coverage gate so far -- the trend activates automatically once qualifying years span a full decade. No action needed; the nightly backfill keeps extending the record.
Reach gain/loss shifts (1991–2026)
Mass-balance kinks computed for every summer month back to 1991 (854 reach-snapshots) — which reaches gain or lose water, and how that has shifted across decades. Each shift is cross-checked against the observation record above: as more diversions became metered, "unaccounted" water shrinks mechanically, which can masquerade as a hydrologic shift.
- FAIRVIEW INLET OFF THE SOUTH CANAL NEAR MONTROSE: reach shifted from -350 cfs to -95 cfs summer mean (more gaining, p=0.000, 17 yr) [alluvial valley: real alluvial aquifer -- a decades-long shift toward losing is the classic signature of alluvial pumping and urbanization] [1 alluvial wells within 2 mi of the gage; pooled water table -0.5 ft (2014–2024, decreasing)]
- UNCOMPAHGRE RIVER NEAR OLATHE: reach shifted from +108 cfs to -187 cfs summer mean (more losing, p=0.002, 25 yr) [alluvial valley: real alluvial aquifer -- a decades-long shift toward losing is the classic signature of alluvial pumping and urbanization]
- GARNET DITCH: reach shifted from -63 cfs to -18 cfs summer mean (more gaining, p=0.000, 16 yr) [alluvial valley: real alluvial aquifer -- a decades-long shift toward losing is the classic signature of alluvial pumping and urbanization] [measurement-evolution caution: this shift co-moves with the growth of the gage/metering network (rho=-0.69) -- part of it may be unaccounted water becoming accounted, not hydrologic change] [3 alluvial wells within 2 mi of the gage; pooled water table -0.3 ft (2014–2024, no_trend)]
- IRONSTONE CANAL NEAR OLATHE, CO: reach shifted from +124 cfs to +164 cfs summer mean (more gaining, p=0.010, 16 yr) [alluvial valley: real alluvial aquifer -- a decades-long shift toward losing is the classic signature of alluvial pumping and urbanization] [3 alluvial wells within 2 mi of the gage; pooled water table +1.2 ft (1976–2024, no_trend)]
Groundwater now has its own tab: 76 monitored well(s), water-table trends, stream corridors, and the advisory depletion screen.
Reservoirs now has its own tab: 3 reservoir(s), end-of-year storage back to 1950, click-to-chart histories.
Cross-gage pattern fingerprint
Over the 35-year window with full coverage (1992–2026), the dominant shared pattern across 3 gage(s) explains 63% of year-to-year variance (almost certainly a basin-wide climate/snowpack driver).
ABCLATCO doesn't move with that shared pattern -- a real, localized signal (a new diversion, land-use change, or a gage-specific data problem) worth a closer look, not necessarily noise.
Data provenance & quality
Where these numbers come from and how far they can be trusted. Grade C (3/6 points) — the components below are the finding; the letter alone is not. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (imported 2026-08-19) for history, plus the CDSS REST API for current conditions.
| Check | State | What was measured |
|---|---|---|
| gage freshness | stale | newest gage reading is 45 day(s) old (target 7) |
| diversion record | expected-lag | newest diversion record is 293 day(s) old (DWR publishes ~1 year in arrears) |
| structure coverage | sparse | 7% of schematic structures have data |
Independent check: PASS — 100.0000% agreement across 291,280 stored values re-checked against DWR's authoritative record (HydroBase_CO_20260707), over 20 structures. 0 disagreement(s) beyond a 0.01 cfs tolerance. Checked 2026-08-19; a rotating sample covers the whole basin across successive runs, and the structures this report cites are checked every time.
Federal cross-check: PASS — 97.48% day-level agreement with USGS's own published records for the same gages, across 2 co-listed station(s) and 36,337 overlapping days (within max(2%, 0.5 cfs) daily). Pre-1950 records at some gages carry known between-agency day-stamp and transcription differences — scored at each year's best ±1-day alignment; residual disagreement is real historical divergence, flagged for review.
30 gage(s) / 148,598 daily values (1938-10-01–2026-07-06); 133 structure(s) with diversion records; 1104 with decreed rights. Methodology has not yet had independent expert review — treat every figure as an advisory screen, not an administrative or legal conclusion.
8,080 water-level measurements across 76 monitored well(s) — 64 alluvial, 0 bedrock — plus 0 administered well(s) reporting metered pumping.
What is being counted
Observation wells and pumping wells are different populations and are never conflated: water levels come from monitored observation wells, and metered pumping comes from administered wells reporting through diversion records. Click any well to chart its own record.
Well map
3D aquifer x-ray
Every aquifer unit as its own head surface, animated through time.
How the surfaces are built, and what they are not
Alluvial water table on top, Denver Basin members (Dawson, Denver, Arapahoe, Laramie–Fox Hills) stacked beneath where measured, interpolated from measured water levels. Units are never mixed; a surface exists only inside its own unit's well coverage, with no extrapolation; thin epochs are suppressed and say why. Vertical scale is exaggerated for readability and z is head elevation in feet. These are measured heads, not a calibrated groundwater model.
Water-table trends
Of 28 well(s) with enough record for a trend test: 6 declining, 2 rising.
| Fastest-declining wells | Setting | ft / decade | Span | p |
|---|---|---|---|---|
| ▸ LGRB-Poly 30 | alluvial | -2.87 | 10 yr | 0.0491 |
| ▸ NC04900936BA LGRB Poly 28 | alluvial | -2.79 | 11 yr | 0.0051 |
| ▸ LGRB-Poly 23 | alluvial | -2.74 | 10 yr | 0.0042 |
| ▸ NC05101035BD LGRB Poly 8 | alluvial | -2.64 | 12 yr | 0.0236 |
| ▸ LGRB-Poly 19 | alluvial | -2.1 | 10 yr | 0.02 |
| ▸ LGRB-Poly 6 | alluvial | -1.44 | 10 yr | 0.0491 |
Stream corridors — the surface connection
Where a reach's gain or loss has shifted, the wells within two miles of its anchoring gage and what their water table did over the same era.
How the corridor is assembled
For each reach whose gain/loss has shifted (Trends tab): the wells within 2 miles of its anchoring gage, their pooled water-table history over the same era, and an advisory Glover screen of lagged stream depletion from nearby metered pumping. v1 proximity = distance to the reach's anchoring gage; segment-based reach join is a flagged upgrade.
FAIRVIEW INLET OFF THE SOUTH CANAL NEAR MONTROSE: 1 alluvial well(s) nearby; pooled water table -0.5 ft (2014–2024, decreasing, p=0.0491)
UNCOMPAHGRE RIVER NEAR OLATHE: 3 alluvial well(s) nearby
GARNET DITCH: 3 alluvial well(s) nearby; pooled water table -0.3 ft (2014–2024, no_trend, p=0.5915)
IRONSTONE CANAL NEAR OLATHE, CO: 3 alluvial well(s) nearby; pooled water table +1.2 ft (1976–2024, no_trend, p=0.0584)
Wells labeled by administrative world before anything else is said about them: tributary alluvium participates in the priority system; designated-basin and Denver Basin bedrock aquifers are governed differently and are excluded from stream-connection reasoning. Read bedrock declines differently too: deep bedrock aquifers recharge negligibly on human timescales, so a falling bedrock level is storage mining — effectively permanent — not a drought response that a wet year undoes. All screens advisory.
3 reservoir(s) with 58 storage measurement(s), 1950–2022.
Why storage matters to the flow network
Storage change is real water the mass balance must credit — a losing reach beside a filling reservoir isn't losing water, it's banking it.
Reservoir map — how full is each vessel?
What “full” is measured against
Bubble size is proportional to a reservoir's record-high storage. Fill is its last recorded storage as a share of its surveyed capacity (USACE National Inventory of Dams) where a confident NID match exists — the tooltip names the matched dam — and as a share of its own record high otherwise. A wrong capacity would be worse than an honest record high, so only confident joins upgrade.
A dashed teal ring marks reservoirs reporting live DWR telemetry: their fill reflects yesterday's storage, is drawn as a dotted tail on charts, and is treated as provisional until the next verified HydroBase snapshot supersedes it.
Basin storage, end of each water year
End-of-water-year totals; per-year reservoir counts shown because reporting coverage varies -- a total is only comparable to years with similar counts.
Largest reservoirs on record
Click a reservoir to chart its full storage history.
| Reservoir | Last recorded storage (AF) | As of |
|---|---|---|
| ▸ CITIZENS RESERVOIR (4103651) | 123 | 1956-09-01 |
| ▸ MOCK RESERVOIR NO 1 (4103653) | 40 | 1952-05-01 |
| ▸ BUCKHORN RESERVOIR #2 (4103650) | 0 | 2022-09-02 |
Decreed rights on this network run from 1877-05-01 to 2025-03-06. 25 abandonment screens and 84 compliance flags are listed below as leads for review — a screen is not an abandonment and a flag is not a violation.
Rights on file: 1249 across 1104 structure(s); 72 structure(s) carry 0 court-case references. Advisory reading aids on public DWR data — not administrative or legal conclusions.
Abandonment radar (25 screens)
Absolute rights with 10+ years of no recorded diversions. Screens only — storage, alternate points, and plan operations can explain nonuse lawfully. And diversion REPORTING itself only reached its modern level ~1950 — idleness that begins before then may be unreported use, not nonuse (flagged † below).
- E E FRASIER SPGS & SEPG (4100616) (1887-06-01, 1.5 cfs decreed): last active 1950 — 75 years idle
- SPRING CREEK NO1 PL (4100711) (1976-09-07, 0.1 cfs decreed): last active 1954 — 71 years idle
- SWEITZER DITCH (4100714) (1911-09-02, 1.0 cfs decreed): last active 1954 — 71 years idle
- MONTROSE CITY DITCH (4100683) (1884-04-05, 10.0 cfs decreed): last active 1955 — 70 years idle
- EAST FORK FDR PIPELINE (4100625) (1933-10-25, 1.0 cfs decreed): last active 1956 — 69 years idle
- LABARR DITCH NO1 (4100664) (1976-04-29, 1.8 cfs decreed): last active 1969 — 56 years idle
- CHAPARRAL DITCH (4100603) (1911-09-02, 0.4 cfs decreed): last active 1974 — 51 years idle
- MENKE NORTH DITCH ENLT (4100686) (1947-03-01, 1.0 cfs decreed): last active 1974 — 51 years idle
- CITIZENS RESERVOIR (4103651) (1912-09-01, 0.0 cfs decreed): last active 1974 — 51 years idle
- MOCK RESERVOIR NO 1 (4103653) (1911-09-02, 0.0 cfs decreed): last active 1974 — 51 years idle
Compliance screens (84 advisory flags)
Screened 112 of 1104 structures with rights (118 have diversion history on file). A flag is a lead for expert review — augmentation plans, exchanges, and free-river conditions can make over-decree diversions lawful and are deliberately not modeled.
- IRONSTONE CANAL (4100534): Observed p99 daily rate 456.0 cfs (max 578.0) exceeds total decreed absolute 202.7 cfs across 48877 recorded day(s).
- SELIG CANAL (4100559): Observed p99 daily rate 260.0 cfs (max 377.0) exceeds total decreed absolute 121.9 cfs across 51459 recorded day(s).
- EAST CANAL (4100520): Observed p99 daily rate 189.0 cfs (max 1530.0) exceeds total decreed absolute 60.4 cfs across 45736 recorded day(s).
- LOUTSENHIZER CANAL (4100537): Observed p99 daily rate 188.0 cfs (max 741.0) exceeds total decreed absolute 46.4 cfs across 46945 recorded day(s).
- IRONSTONE EXTENSION D (4100983): Observed p99 daily rate 166.0 cfs (max 192.0) exceeds total decreed absolute 61.2 cfs across 2128 recorded day(s).
- UNCOMPAHGRE CEDAR CR D (4100571): Observed p99 daily rate 44.1 cfs (max 58.0) exceeds total decreed absolute 29.1 cfs across 9853 recorded day(s).
- F. J. LATERAL (4100631): Observed p99 daily rate 36.8 cfs (max 39.5) exceeds total decreed absolute 15.0 cfs across 2078 recorded day(s).
- ROSS BROS DITCH (4100554): Observed p99 daily rate 34.9 cfs (max 38.3) exceeds total decreed absolute 22.2 cfs across 26028 recorded day(s).
- STARK VOLKMAN DITCH (4100566): Observed p99 daily rate 30.3 cfs (max 55.3) exceeds total decreed absolute 20.1 cfs across 32500 recorded day(s). Structure holds an Augmentation-use decree -- diversions above the direct-flow decree can be lawful under plan operations; interpret with care.
- CHIPETA BEAUDRY DITCH (4100515): Observed p99 daily rate 23.6 cfs (max 32.0) exceeds total decreed absolute 20.8 cfs across 28093 recorded day(s).
Seniority (top structures by decreed rate)
| Structure | Senior priority date | Rights | Decreed abs (cfs) | Decreed abs (AF) | Conditional? |
|---|---|---|---|---|---|
| MONTROSE & DELTA CANAL (4100545) | 1881-11-01 | 11 | 627.1 | 0 | — |
| IRONSTONE CANAL (4100534) | 1882-01-05 | 7 | 202.7 | 0 | — |
| DRY CREEK FEEDER D (4100610) | 1887-02-28 | 1 | 180.0 | 0 | — |
| SELIG CANAL (4100559) | 1882-01-27 | 6 | 121.9 | 0 | — |
| GARNET DITCH (4100527) | 1883-06-18 | 2 | 93.3 | 0 | — |
| UNCOMPAHGRE (LOUTSENHIZE (4101233) | 1882-02-23 | 3 | 81.6 | 0 | — |
| SPRING CREEK VALLEY D (4100564) | 1883-06-13 | 1 | 65.1 | 0 | — |
| IRONSTONE EXTENSION D (4100983) | 1885-02-28 | 1 | 61.2 | 0 | — |
| EAST CANAL (4100520) | 1882-05-01 | 4 | 60.4 | 0 | — |
| LOUTSENHIZER CANAL (4100537) | 1881-11-01 | 4 | 46.4 | 0 | — |
| PURDY AND VICKERS DITCH (4100517) | 1882-03-02 | 5 | 46.2 | 0 | — |
| HAIRPIN LTL D (4100532) | 1911-09-02 | 1 | 45.0 | 0 | — |
| SATISFACTION DITCH (4100558) | 1882-01-27 | 3 | 36.0 | 0 | — |
| OURAY DITCH (4100549) | 1877-05-01 | 10 | 36.0 | 0 | — |
| BALDY DITCH (4100501) | 1884-06-20 | 1 | 30.0 | 0 | — |
No inventory or legal-document changes detected since the daily watch began.
If a call were placed at a given seniority, which structures in this basin would be out of priority, and how much of their decreed rate would be curtailed? Computed from this basin's cached decrees.
What this does and doesn't model. Seniority arithmetic only: every right junior to the call is treated as curtailed. It does not model reach applicability — structures downstream of the calling point are not administered by it — and it applies no futile-call judgment. Read it as “who is junior to this date, and by how much,” not as a prediction of what the Division Engineer would actually order.
Pick a calling right
Real decrees from this basin, ordered by administration number — that is, by actual seniority. The years will look out of order, and that is correct: an administration number encodes the adjudication date as well as the appropriation date, so a right appropriated in 1970 can be administered ahead of one from 1950. A senior call curtails almost everything; a junior one curtails almost nothing.
Or enter an administration number directly
DWR administration numbers encode appropriation and adjudication dates; lower is more senior.