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TIGER RUN - SWAN RIVER DIVERSION 1
Structure dossier · WDID 3600926 · 8 · SWAN RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 20:48 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (2deb1d7) — every figure regenerates from this named code version and data image.
Which of its rights are out of priority?
Not computable for this structure: this structure is not on the modelled flow network, so no reference gage can honestly stand in for it.
Where it sits in line
Priority 1919-06-20 — 278th most senior of the 1247 structures with decreed rights in this water districtDWR's administrative subdivision of a river basin; the unit calls are usually stated in..
Under prior appropriationColorado's rule for sharing water: first in time, first in right. Age decides, not proximity or need., everything ahead of it in this line is satisfied in full before it receives any water. Immediately ahead: TIGER RUN - BLUE RIVER DIVERSION (1919-06-20). Immediately behind: TIGER RUN - SWAN RIVER DIVERSION 2 (1919-06-20).
Decreed rights (4)
| Admin noDWR's numeric encoding of a water right's seniority. Smaller is more senior; the integer part counts days from 1849-12-31 to the date that ranks the right. | AppropriatedWhen water was first put to beneficial use. It sets seniority unless a prior adjudication date is later. | AdjudicatedWhen the water court confirmed the right. A use decreed in 1975 was not a decreed use in 1955, however old the appropriation is. | AbsoluteA right actually put to use, as opposed to conditional -- a placeholder for a use not yet made. | ConditionalA right reserving a place in line for a use not yet made; it must be diligently pursued or it lapses. | Units | UsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on. | Case |
|---|---|---|---|---|---|---|---|
| 29022.25372 | 1919-06-20 | 1930-01-09 | 24.55 | 0.0 | A | IRR | 214 |
| 29022.25372 | 1919-06-20 | 1930-01-09 | 0.33 | 0.0 | C | IRR | 214 |
| 56978.47982 | 1981-05-15 | 2006-12-31 | 0.11 | 0.0 | C | IRR | |
| 57096.0 | 2006-04-28 | 2006-12-31 | 0.055 | 0.055 | C | IRR |
Recorded use (last 7 years on record)
In a median year this structure has a recorded diversion of 8 AF. Its most recent year on record, 2023, came in at 8 AF — 100% of that, and 4th lowest of the 7 years with a recorded volume.
| Year | Diverted (AFA volume: one acre covered a foot deep, about 326,000 gallons -- roughly a suburban household's outdoor use for a year.) | Compared with its own record | Days recorded | Peak (cfs) |
|---|---|---|---|---|
| 2016 | 8 | 4th lowest of 7 · 100% of median | 104 | 0.1 |
| 2017 | 1 | 1st lowest of 7 · 12% of median | 13 | 0.0 |
| 2019 | 13 | 7th lowest of 7 · 162% of median | 122 | 0.7 |
| 2020 | 7 | 2nd lowest of 7 · 88% of median | 123 | 1.5 |
| 2021 | 7 | 2nd lowest of 7 · 88% of median | 122 | 0.2 |
| 2022 | 12 | 6th lowest of 7 · 150% of median | 122 | 0.4 |
| 2023 | 8 | 4th lowest of 7 · 100% of median | 122 | 0.2 |
Advisory reading aid on public data — not an administrative or legal conclusion, not a title opinion, and not a substitute for DWR administration or an engineer's analysis. Methodology review status is disclosed at hydrohistorian's basin pages.