Screen the 100-year daily-mean flood at Fish River, Maine; identify estimator un (47.2375, -68.5827777777778)

Author: AquaScope Studio
Date: 2026-09-27
Description: Screen the 100-year daily-mean flood at Fish River, Maine; identify estimator uncertainty and limitations.
Version: 1.0

Site: 47.2375 N, 68.5828 W

Answer. Screen the 100-year daily-mean flood at Fish River, Maine; identify estimator uncertainty and limitations: 100-year return level, GEV (L-moments) 463.9 m3/s (established). The 100-year return level from 100 annual maxima: GEV by L-moments 463.9 m3/s; Log-Pearson III 445.4 m3/s (90 % confidence interval 404.7 to 490.2 m3/s); bootstrap GEV 458.8 m3/s (90 % confidence interval 400.9 to 514.1 m3/s). Mann-Kendall on the annual maxima: not significant at the 5 % level (p = 0.32, Sen's slope 0.24 m3/s per year over 100 years). The record at Fish River, Maine (usgs USGS-01013500) runs from 1903-07-29 to 2026-09-21 (123.1 years, discharge in m3/s). The two fits differ by 4%.

Key numbers

Quantity	Value	Unit	Step
Record length	123.1	years	s1
100-year return level, GEV (L-moments)	463.9	m3/s	s1
100-year return level, Log-Pearson III	445.4	m3/s	s1
100-year LP3 90 % interval, low	404.7	m3/s	s1
100-year LP3 90 % interval, high	490.2	m3/s	s1
100-year return level, GEV (MLE with L-moments fallback)	458.8	m3/s	s1
100-year GEV bootstrap 90 % interval, low	400.9	m3/s	s1
100-year GEV bootstrap 90 % interval, high	514.1	m3/s	s1
Q95 (exceeded 95 % of days)	4.67	m3/s	s1
Q50 (median flow)	21.9	m3/s	s1
Q10	101.0	m3/s	s1
Mann-Kendall p-value (annual maxima)	0.3197		s1
Sen's slope	0.24	m3/s per year	s1
2-year return level, GEV (L-moments)	233.4	m3/s	s1
2-year return level, Log-Pearson III	236.3	m3/s	s1
5-year return level, GEV (L-moments)	301.0	m3/s	s1
5-year return level, Log-Pearson III	303.9	m3/s	s1
10-year return level, GEV (L-moments)	343.3	m3/s	s1
10-year return level, Log-Pearson III	343.1	m3/s	s1
25-year return level, GEV (L-moments)	394.1	m3/s	s1
25-year return level, Log-Pearson III	387.5	m3/s	s1
50-year return level, GEV (L-moments)	429.9	m3/s	s1
50-year return level, Log-Pearson III	417.6	m3/s	s1

Summary

Screen the 100-year daily-mean flood at Fish River, Maine; identify estimator uncertainty and limitations.. The record: Fish River, Maine (usgs USGS-01013500), 123.1 years. 1 step(s) ran (None plan, playbook flood_risk); 5 of 5 gates passed. Screen the 100-year daily-mean flood at Fish River, Maine; identify estimator uncertainty and limitations: 100-year return level, GEV (L-moments) 463.9 m3/s (established).

The decision

Screen the 100-year daily-mean flood at Fish River, Maine; identify estimator uncertainty and limitations: 100-year return level, GEV (L-moments) 463.9 m3/s (established). It holds under these conditions: The annual maxima are independent and drawn from a stationary distribution.; Daily mean maxima can understate instantaneous flood peaks.. Limitations and unresolved checks: Maintainer reproduction; independent hydrologist review pending.; Daily mean maxima are not instantaneous annual peaks or a certified design flood.. The grade applies to primary result and applicable supporting checks.

Findings

- [established] Record length: 123.1 years (from s1.years)
- [established] 100-year return level, GEV (L-moments): 463.9 m3/s (from s1.ffa.fits.gev_lmoments.q.5)
- [established] 100-year return level, Log-Pearson III: 445.4 m3/s (from s1.ffa.fits.lp3.q.5)
- [established] 100-year LP3 90 % interval, low: 404.7 m3/s (from s1.ffa.fits.lp3.ci.5.0)
- [established] 100-year LP3 90 % interval, high: 490.2 m3/s (from s1.ffa.fits.lp3.ci.5.1)
- [established] 100-year return level, GEV (MLE with L-moments fallback): 458.8 m3/s (from s1.ffa.fits.gev_bootstrap.q.5)
- [established] 100-year GEV bootstrap 90 % interval, low: 400.9 m3/s (from s1.ffa.fits.gev_bootstrap.ci.5.0)
- [established] 100-year GEV bootstrap 90 % interval, high: 514.1 m3/s (from s1.ffa.fits.gev_bootstrap.ci.5.1)
- [established] Q95 (exceeded 95 % of days): 4.67 m3/s (from s1.fdc.q95)
- [established] Q50 (median flow): 21.9 m3/s (from s1.fdc.exceedance.44)
- [established] Q10: 101 m3/s (from s1.fdc.q10)
- [established] Mann-Kendall p-value (annual maxima): 0.3197 (from s1.ffa.amax_trend.p_value)
- [established] Sen's slope: 0.24 m3/s per year (from s1.ffa.amax_trend.sens_slope_per_year)
- [established] 2-year return level, GEV (L-moments): 233.4 m3/s (from s1.ffa.fits.gev_lmoments.q.0)
- [established] 2-year return level, Log-Pearson III: 236.3 m3/s (from s1.ffa.fits.lp3.q.0)
- [established] 5-year return level, GEV (L-moments): 301 m3/s (from s1.ffa.fits.gev_lmoments.q.1)
- [established] 5-year return level, Log-Pearson III: 303.9 m3/s (from s1.ffa.fits.lp3.q.1)
- [established] 10-year return level, GEV (L-moments): 343.3 m3/s (from s1.ffa.fits.gev_lmoments.q.2)
- [established] 10-year return level, Log-Pearson III: 343.1 m3/s (from s1.ffa.fits.lp3.q.2)
- [established] 25-year return level, GEV (L-moments): 394.1 m3/s (from s1.ffa.fits.gev_lmoments.q.3)
- [established] 25-year return level, Log-Pearson III: 387.5 m3/s (from s1.ffa.fits.lp3.q.3)
- [established] 50-year return level, GEV (L-moments): 429.9 m3/s (from s1.ffa.fits.gev_lmoments.q.4)
- [established] 50-year return level, Log-Pearson III: 417.6 m3/s (from s1.ffa.fits.lp3.q.4)
- Agrees: spread 4% between 463.9, 445.4 (25% allowed) at T = 100 years
- Agrees: Mann-Kendall on the annual maxima: p = 0.32, tau = 0.07: no trend at the 0.05 level

Problem and decision

Screen the 100-year daily-mean flood at Fish River, Maine; identify estimator uncertainty and limitations. Decision: Screen the 100-year daily-mean flood at Fish River, Maine; identify estimator uncertainty and limitations.. Intake: return_period = 100.

Site and data

Site: 47.2375, -68.5827777777778. No inventory.

Methodology

Objective: Screen the 100-year daily-mean flood at Fish River, Maine; identify estimator uncertainty and limitations..

1. Compare GEV L-moments, LP3 and GEV MLE quantiles on complete-year daily maxima.

Step s1: `flood_frequency(source='usgs', station_id='USGS-01013500', bootstrap_ci=True)`, method at_site_flood_frequency; gates: min_years 20 on ffa.n_years; unit_present on unit; max_return_period_factor 3 on ffa.n_years; spread_within 0.25 on ffa.fits.gev_lmoments.q, ffa.fits.lp3.q; trend_on_series 0.05 on ffa.amax_trend.

Assumptions: Independent stationary annual maxima..

Results: step s1

The record at Fish River, Maine (usgs USGS-01013500) runs from 1903-07-29 to 2026-09-21 (123.1 years, discharge in m3/s). Mann-Kendall on the annual maxima: not significant at the 5 % level (p = 0.32, Sen's slope 0.24 m3/s per year over 100 years). The 100-year return level from 100 annual maxima: GEV by L-moments 463.9 m3/s; Log-Pearson III 445.4 m3/s (90 % confidence interval 404.7 to 490.2 m3/s); bootstrap GEV 458.8 m3/s (90 % confidence interval 400.9 to 514.1 m3/s). The two fits differ by 4%. Flow duration: the flow exceeded on 95 % of days is 4.67 m3/s, the median 21.9 m3/s, the flow exceeded on 10 % of days 101 m3/s. Gates: min_years passed (100 years of record, 20 needed); unit_present passed (unit m3/s); max_return_period_factor passed (T = 100 years against a cap of about 300 years (3 times 100 years of record)); spread_within passed (spread 4% between 463.9, 445.4 (25% allowed) at T = 100 years); trend_on_series passed (Mann-Kendall on the annual maxima: p = 0.32, tau = 0.07: no trend at the 0.05 level).

Return levels of annual maximum discharge at Fish River, Maine (usgs USGS-01013500): GEV (L-moments), Log-Pearson III, GEV (MLE with L-moments fallback) fits with the GEV MLE/L-moments bootstrap 90 % band, and the observed annual maxima at their Weibull plotting positions.

Annual maximum discharge at Fish River, Maine (usgs USGS-01013500), 100 years (1904 to 2025).

Annual maximum discharge at Fish River, Maine (usgs USGS-01013500) with the Sen slope line; the Mann-Kendall test on the annual maxima finds no trend (p = 0.320, 100 years).

Return levels at Fish River, Maine (usgs USGS-01013500) by return period, with the confidence band.

T	estimator	unit	estimate	lower	upper	interval_method	confidence_level
2	gev_lmoments	m3/s	233.3828
5	gev_lmoments	m3/s	301.044
10	gev_lmoments	m3/s	343.338
25	gev_lmoments	m3/s	394.0839
50	gev_lmoments	m3/s	429.8805
100	gev_lmoments	m3/s	463.9272
2	lp3_log_moments	m3/s	236.3042	224.1971	249.0651	variance_of_estimate	0.9
5	lp3_log_moments	m3/s	303.8977	285.5826	323.3874	variance_of_estimate	0.9
10	lp3_log_moments	m3/s	343.0796	319.488	368.4132	variance_of_estimate	0.9
25	lp3_log_moments	m3/s	387.5232	356.9803	420.6793	variance_of_estimate	0.9
50	lp3_log_moments	m3/s	417.5643	381.8784	456.585	variance_of_estimate	0.9
100	lp3_log_moments	m3/s	445.3895	404.6771	490.1978	variance_of_estimate	0.9
2	gev_mle_with_lmoments_fallback	m3/s	234.7098	222.7553	246.047	nonparametric_bootstrap_percentile	0.9
5	gev_mle_with_lmoments_fallback	m3/s	302.8586	285.5962	317.9906	nonparametric_bootstrap_percentile	0.9
10	gev_mle_with_lmoments_fallback	m3/s	344.483	319.6619	365.1152	nonparametric_bootstrap_percentile	0.9
25	gev_mle_with_lmoments_fallback	m3/s	393.4015	357.1478	424.0718	nonparametric_bootstrap_percentile	0.9
50	gev_mle_with_lmoments_fallback	m3/s	427.217	379.8743	468.2861	nonparametric_bootstrap_percentile	0.9
100	gev_mle_with_lmoments_fallback	m3/s	458.8331	400.8806	514.057	nonparametric_bootstrap_percentile	0.9

Annual maxima at Fish River, Maine (usgs USGS-01013500).

year	value
1904	237.0
1905	88.0
1906	240.0
1907	220.0
1930	263.0
1931	145.0
1932	208.0
1933	273.0
1934	309.0
1935	219.0
1936	227.0
1937	193.0
1938	159.0
1939	303.0
1940	245.0
1941	240.0
1942	300.0
1943	240.0
1944	157.0
1945	236.0
1946	222.0
1947	306.0
1948	160.0
1949	161.0
1950	208.0
1951	243.0
1952	241.0
1953	257.0
1954	260.0
1955	309.0
1956	137.0
1957	172.0
1958	334.0
1959	160.0
1960	286.0
1961	377.0
1962	125.0
1963	248.0
1964	142.0
1965	83.3
1966	162.0
1967	181.0
1968	237.0
1969	351.0
1970	260.0
1971	300.0
1972	292.0
1973	442.0
1974	310.0
1975	300.0

Spread between the GEV and Log-Pearson III return levels at Fish River, Maine (usgs USGS-01013500).

T	GEV	LP3	spread_pct
2.0	233.3828	236.3042	1.2
5.0	301.044	303.8977	0.9
10.0	343.338	343.0796	0.1
25.0	394.0839	387.5232	1.7
50.0	429.8805	417.5643	2.9
100.0	463.9272	445.3895	4.1

Limitations and what this study does not establish

No failed or skipped checks are recorded; the scope and caveats below still apply.

Caveats, verbatim from the playbook:
- Maintainer reproduction; independent hydrologist review pending.
- Daily mean maxima are not instantaneous annual peaks or a certified design flood.
- No catchment regulation, channel topology or model/gauge comparability was established.
- Re-run live uses current observations; use the retained CSV and this script for reproduction.

Caveats

- Maintainer reproduction; independent hydrologist review pending.
- Daily mean maxima are not instantaneous annual peaks or a certified design flood.
- No catchment regulation, channel topology or model/gauge comparability was established.
- Re-run live uses current observations; use the retained CSV and this script for reproduction.

Recommendations

- Adopt this as the answer to the decision: Screen the 100-year daily-mean flood at Fish River, Maine; identify estimator uncertainty and limitations: 100-year return level, GEV (L-moments) 463.9 m3/s (established).
- Quote both point estimates and only each estimator's own available interval: spread 4% between 463.9, 445.4 (25% allowed) at T = 100 years.
- Read the numbers with this caveat: Maintainer reproduction; independent hydrologist review pending.
- Read the numbers with this caveat: Daily mean maxima are not instantaneous annual peaks or a certified design flood.
- Read the numbers with this caveat: No catchment regulation, channel topology or model/gauge comparability was established.

References

1. England et al. (2019) Bulletin 17C
2. Hosking, J. R. M. (1990). L-moments: analysis and estimation of distributions using linear combinations of order statistics. J. R. Stat. Soc. B, 52(1), 105-124.
3. Vogel, R. M., & Fennessey, N. M. (1994). Flow-duration curves I: new interpretation and confidence intervals. J. Water Resour. Plann. Manage., 120(4), 485-504.
4. England, J. F. Jr. et al. (2018). Guidelines for determining flood flow frequency, Bulletin 17C. USGS Techniques and Methods 4-B5.
5. Mann, H. B. (1945). Nonparametric tests against trend. Econometrica, 13, 245-259
6. Sen, P. K. (1968). J. Am. Stat. Assoc., 63, 1379-1389.
7. Rekin226 and contributors. AquaScope Hydrology 0.19.0 [Software]. Release DOI: https://doi.org/10.5281/zenodo.22930129. All versions: https://doi.org/10.5281/zenodo.21903143. Analysis software revision: 0a7dd68; the release DOI does not archive later code changes.

Appendix: reproducibility

Re-run the same steps with no model: `aquascope run study.yaml`. Resume the workspace: `aquascope studio --resume workspace.json`.

Model: none via none; ledger: no model calls. aquascope 0.19.0.

```yaml
# An AquaScope study (version 3): the plan behind an answer, its gates, and what happened.
# aquascope run study.yaml
version: 3
title: "Daily-mean flood screening: Fish River, Maine"
question: "Screen the 100-year daily-mean flood at Fish River, Maine; identify estimator uncertainty and limitations."
created: "2026-09-27T04:21:19+00:00"
aquascope_version: "0.19.0"
author: "hand"
problem:
kind: "flood_risk"
site: {"lat": 47.2375, "lon": -68.5827777777778}
params: {"return_period": 100}
plan:
playbook: "flood_risk"
objective: "Screen the 100-year daily-mean flood at Fish River, Maine; identify estimator uncertainty and limitations."
caveats: ["Maintainer reproduction; independent hydrologist review pending.", "Daily mean maxima are not instantaneous annual peaks or a certified design flood.", "No catchment regulation, channel topology or model/gauge comparability was established.", "Re-run live uses current observations; use the retained CSV and this script for reproduction."]
methodology: ["Compare GEV L-moments, LP3 and GEV MLE quantiles on complete-year daily maxima."]
assumptions: ["Independent stationary annual maxima."]
steps:
- tool: "flood_frequency"
id: "s1"
method: "at_site_flood_frequency"
arguments:
source: "usgs"
station_id: "USGS-01013500"
bootstrap_ci: true
expects:
- {"check": "min_years", "path": "ffa.n_years", "value": 20}
- {"check": "unit_present", "path": "unit"}
- {"check": "max_return_period_factor", "path": "ffa.n_years", "value": 3, "return_period": 100}
- {"check": "spread_within", "paths": ["ffa.fits.gev_lmoments.q", "ffa.fits.lp3.q"], "value": 0.25, "return_period": 100}
- {"check": "trend_on_series", "path": "ffa.amax_trend", "value": 0.05}
results:
s1: {"ok": true, "gates": [{"check": "min_years", "passed": true, "detail": "100 years of record, 20 needed"}, {"check": "unit_present", "passed": true, "detail": "unit m3/s"}, {"check": "max_return_period_factor", "passed": true, "detail": "T = 100 years against a cap of about 300 years (3 times 100 years of record)"}, {"check": "spread_within", "passed": true, "detail": "spread 4% between 463.9, 445.4 (25% allowed) at T = 100 years"}, {"check": "trend_on_series", "passed": true, "detail": "Mann-Kendall on the annual maxima: p = 0.32, tau = 0.07: no trend at the 0.05 level"}], "summary": "source=usgs, station_id=USGS-01013500, variable=discharge, unit=m3/s, years=123.1, start=1903-07-29, end=2026-09-21", "fallback_used": false, "sha256": "389524192c7d33ec"}
```

Result identities (also in findings.json and the Findings worksheet):
- 100-year return level, GEV (L-moments): result s1.ffa.fits.gev_lmoments.q.5; estimator gev_lmoments; annual maxima of daily mean discharge; years with at least 292 observed days. Input usgs/USGS-01013500, discharge, m3/s, 1903-07-29 to 2026-09-21; content sha256:735990f72ac655a5dbd68aae19e42a769abbcf9eb95747702bb582f7ff4d642c. Software 0.19.0; revision 0a7dd68. Archive revision not recorded; content hash is not an archive DOI. No interval for this estimator.
- 100-year return level, Log-Pearson III: result s1.ffa.fits.lp3.q.5; estimator lp3_log_moments; annual maxima of daily mean discharge; years with at least 292 observed days. Input usgs/USGS-01013500, discharge, m3/s, 1903-07-29 to 2026-09-21; content sha256:735990f72ac655a5dbd68aae19e42a769abbcf9eb95747702bb582f7ff4d642c. Software 0.19.0; revision 0a7dd68. Archive revision not recorded; content hash is not an archive DOI. Own interval [404.6771, 490.1978], method variance_of_estimate, level 0.9.
- 100-year return level, GEV (MLE with L-moments fallback): result s1.ffa.fits.gev_bootstrap.q.5; estimator gev_mle_with_lmoments_fallback; annual maxima of daily mean discharge; years with at least 292 observed days. Input usgs/USGS-01013500, discharge, m3/s, 1903-07-29 to 2026-09-21; content sha256:735990f72ac655a5dbd68aae19e42a769abbcf9eb95747702bb582f7ff4d642c. Software 0.19.0; revision 0a7dd68. Archive revision not recorded; content hash is not an archive DOI. Own interval [400.8806, 514.057], method nonparametric_bootstrap_percentile, level 0.9.
- 2-year return level, GEV (L-moments): result s1.ffa.fits.gev_lmoments.q.0; estimator gev_lmoments; annual maxima of daily mean discharge; years with at least 292 observed days. Input usgs/USGS-01013500, discharge, m3/s, 1903-07-29 to 2026-09-21; content sha256:735990f72ac655a5dbd68aae19e42a769abbcf9eb95747702bb582f7ff4d642c. Software 0.19.0; revision 0a7dd68. Archive revision not recorded; content hash is not an archive DOI. No interval for this estimator.
- 2-year return level, Log-Pearson III: result s1.ffa.fits.lp3.q.0; estimator lp3_log_moments; annual maxima of daily mean discharge; years with at least 292 observed days. Input usgs/USGS-01013500, discharge, m3/s, 1903-07-29 to 2026-09-21; content sha256:735990f72ac655a5dbd68aae19e42a769abbcf9eb95747702bb582f7ff4d642c. Software 0.19.0; revision 0a7dd68. Archive revision not recorded; content hash is not an archive DOI. Own interval [224.1971, 249.0651], method variance_of_estimate, level 0.9.
- 5-year return level, GEV (L-moments): result s1.ffa.fits.gev_lmoments.q.1; estimator gev_lmoments; annual maxima of daily mean discharge; years with at least 292 observed days. Input usgs/USGS-01013500, discharge, m3/s, 1903-07-29 to 2026-09-21; content sha256:735990f72ac655a5dbd68aae19e42a769abbcf9eb95747702bb582f7ff4d642c. Software 0.19.0; revision 0a7dd68. Archive revision not recorded; content hash is not an archive DOI. No interval for this estimator.
- 5-year return level, Log-Pearson III: result s1.ffa.fits.lp3.q.1; estimator lp3_log_moments; annual maxima of daily mean discharge; years with at least 292 observed days. Input usgs/USGS-01013500, discharge, m3/s, 1903-07-29 to 2026-09-21; content sha256:735990f72ac655a5dbd68aae19e42a769abbcf9eb95747702bb582f7ff4d642c. Software 0.19.0; revision 0a7dd68. Archive revision not recorded; content hash is not an archive DOI. Own interval [285.5826, 323.3874], method variance_of_estimate, level 0.9.
- 10-year return level, GEV (L-moments): result s1.ffa.fits.gev_lmoments.q.2; estimator gev_lmoments; annual maxima of daily mean discharge; years with at least 292 observed days. Input usgs/USGS-01013500, discharge, m3/s, 1903-07-29 to 2026-09-21; content sha256:735990f72ac655a5dbd68aae19e42a769abbcf9eb95747702bb582f7ff4d642c. Software 0.19.0; revision 0a7dd68. Archive revision not recorded; content hash is not an archive DOI. No interval for this estimator.
- 10-year return level, Log-Pearson III: result s1.ffa.fits.lp3.q.2; estimator lp3_log_moments; annual maxima of daily mean discharge; years with at least 292 observed days. Input usgs/USGS-01013500, discharge, m3/s, 1903-07-29 to 2026-09-21; content sha256:735990f72ac655a5dbd68aae19e42a769abbcf9eb95747702bb582f7ff4d642c. Software 0.19.0; revision 0a7dd68. Archive revision not recorded; content hash is not an archive DOI. Own interval [319.488, 368.4132], method variance_of_estimate, level 0.9.
- 25-year return level, GEV (L-moments): result s1.ffa.fits.gev_lmoments.q.3; estimator gev_lmoments; annual maxima of daily mean discharge; years with at least 292 observed days. Input usgs/USGS-01013500, discharge, m3/s, 1903-07-29 to 2026-09-21; content sha256:735990f72ac655a5dbd68aae19e42a769abbcf9eb95747702bb582f7ff4d642c. Software 0.19.0; revision 0a7dd68. Archive revision not recorded; content hash is not an archive DOI. No interval for this estimator.
- 25-year return level, Log-Pearson III: result s1.ffa.fits.lp3.q.3; estimator lp3_log_moments; annual maxima of daily mean discharge; years with at least 292 observed days. Input usgs/USGS-01013500, discharge, m3/s, 1903-07-29 to 2026-09-21; content sha256:735990f72ac655a5dbd68aae19e42a769abbcf9eb95747702bb582f7ff4d642c. Software 0.19.0; revision 0a7dd68. Archive revision not recorded; content hash is not an archive DOI. Own interval [356.9803, 420.6793], method variance_of_estimate, level 0.9.
- 50-year return level, GEV (L-moments): result s1.ffa.fits.gev_lmoments.q.4; estimator gev_lmoments; annual maxima of daily mean discharge; years with at least 292 observed days. Input usgs/USGS-01013500, discharge, m3/s, 1903-07-29 to 2026-09-21; content sha256:735990f72ac655a5dbd68aae19e42a769abbcf9eb95747702bb582f7ff4d642c. Software 0.19.0; revision 0a7dd68. Archive revision not recorded; content hash is not an archive DOI. No interval for this estimator.
- 50-year return level, Log-Pearson III: result s1.ffa.fits.lp3.q.4; estimator lp3_log_moments; annual maxima of daily mean discharge; years with at least 292 observed days. Input usgs/USGS-01013500, discharge, m3/s, 1903-07-29 to 2026-09-21; content sha256:735990f72ac655a5dbd68aae19e42a769abbcf9eb95747702bb582f7ff4d642c. Software 0.19.0; revision 0a7dd68. Archive revision not recorded; content hash is not an archive DOI. Own interval [381.8784, 456.585], method variance_of_estimate, level 0.9.

Cite this software

Rekin226 and contributors. AquaScope Hydrology 0.19.0 [Software]. Release DOI: https://doi.org/10.5281/zenodo.22930129. All versions: https://doi.org/10.5281/zenodo.21903143. Analysis software revision: 0a7dd68; the release DOI does not archive later code changes.

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