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PALISADE IRR DIST CANAL
Structure dossier · WDID 7200817 · 1 · COLORADO RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 20:27 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (a1c9146) — every figure regenerates from this named code version and data image.
Which of its rights get called out?
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 1889-10-01 — 166th most senior of the 2166 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: GRAND VALLEY PROJECT (1889-10-01). Immediately behind: PEACH QUEEN POWER CANAL (1889-10-01).
Decreed rights (1)
| 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 |
|---|---|---|---|---|---|---|---|
| 22729.14519 | 1889-10-01 | 1912-07-22 | 573.0 | 0.0 | C | IRROTH | 183 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 30,144 AF. Its most recent year on record, 2024, came in at 874 AF — 3% of that, and 1st lowest of the 15 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) |
|---|---|---|---|---|
| 2002 | 35,570 | 15th lowest of 15 · 118% of median | 365 | 98.0 |
| 2003 | 33,569 | 14th lowest of 15 · 111% of median | 304 | 97.4 |
| 2012 | 29,555 | 6th lowest of 15 · 98% of median | 272 | 90.5 |
| 2013 | 29,150 | 5th lowest of 15 · 97% of median | 365 | 85.7 |
| 2014 | 28,391 | 4th lowest of 15 · 94% of median | 365 | 86.6 |
| 2015 | 30,747 | 10th lowest of 15 · 102% of median | 304 | 90.3 |
| 2016 | 28,146 | 3rd lowest of 15 · 93% of median | 214 | 87.6 |
| 2017 | 31,411 | 12th lowest of 15 · 104% of median | 275 | 93.5 |
| 2018 | 30,144 | 8th lowest of 15 · 100% of median | 365 | 87.7 |
| 2019 | 29,602 | 7th lowest of 15 · 98% of median | 365 | 86.4 |
| 2020 | 30,599 | 9th lowest of 15 · 102% of median | 366 | 88.4 |
| 2021 | 31,414 | 13th lowest of 15 · 104% of median | 365 | 89.3 |
| 2022 | 30,966 | 11th lowest of 15 · 103% of median | 365 | 111.5 |
| 2023 | 27,831 | 2nd lowest of 15 · 92% of median | 365 | 80.6 |
| 2024 | 874 | 1st lowest of 15 · 3% of median | 305 | 2.6 |
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.