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ROYAL FLUSH DITCH

Structure dossier · WDID 5300783 · 1 · EGERIA CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 20:33 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 1913-04-21249th most senior of the 1231 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: QUAKER DITCH (1913-04-21). Immediately behind: COFFEE POT DITCH HGT 1 (1914-06-18).

Decreed rights (3)

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. UnitsUsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on.Case
26107.231211913-04-211921-06-29 2.00.0 CSTOIRRSTK 261
56247.542691998-08-012004-12-31 0.06.0 CSTOIRRSTK 261
61726.542691998-08-012019-12-31 6.00.0 CIRRSTK 261

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 404 AF. Its most recent year on record, 2024, came in at 280 AF — 69% of that, and 4th lowest of the 15 years with a recorded volume.

YearDiverted (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 recordDays recordedPeak (cfs)
2009 418 9th lowest of 15 · 104% of median 81 3.1
2010 305 5th lowest of 15 · 76% of median 74 2.7
2011 591 12th lowest of 15 · 146% of median 99 3.2
2012 115 2nd lowest of 15 · 28% of median 26 2.3
2013 389 7th lowest of 15 · 96% of median 57 4.6
2014 89 1st lowest of 15 · 22% of median 20 3.2
2015 265 3rd lowest of 15 · 66% of median 57 2.9
2016 418 9th lowest of 15 · 104% of median 59 6.5
2017 358 6th lowest of 15 · 89% of median 51 5.7
2018 482 11th lowest of 15 · 119% of median 85 6.8
2019 808 13th lowest of 15 · 200% of median 74 5.7
2020 1,032 14th lowest of 15 · 255% of median 167 5.7
2021 404 8th lowest of 15 · 100% of median 100 5.7
2022 2,173 15th lowest of 15 · 538% of median 191 8.7
2024 280 4th lowest of 15 · 69% of median 87 1.9

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.