🏁 Study concluded — this 122-day study wrapped on June 30, 2026 (Day 122); the document below is a frozen archive. Overview & findings →

Daily Analysis

PRE-ANALYSIS PROCEDURE (per-gauge facts, all timestamps CDT):

QPE-peak timing for attribution: Today's basin-max QPE is 0.006" (Pruitt zone) — far below any detection floor; today's rain drives nothing. All movement is Event-21 (Day-114, Jun 22) propagation. Source-zone QPE peaks (Day-114, converting MRMS UTC stamps to CDT by −5 h): Boxley HUC-0201 1.3"/hr @06:02 CDT (11:02Z); Ponca Smith-Cr HUC-0203 1.478"/hr @06:02 CDT. Mainstem peak-to-peak propagation pairs computed below.


1. PRECIPITATION SUMMARY Effectively no rain: basin-max 0.006" (Pruitt zone, Cove Cr HUC-0204 0.010"). Every zone <0.01". This is a non-detection day on an active flood-limb recession — a higher-flow analog of Days 110–112. Note the antecedent has now flipped wet: Event 21 (Day 114) reloaded the 7-day totals to 1.5–3.9" (Boxley zone 3.65", Ponca Smith 3.909").

2. GAUGE RESPONSES - St. Joe and Harriet are the only movers, both Event-21 propagation peaks. St. Joe surged through the night to 11.34 ft / 7890 cfs @02:45–03:00 — a near-miss of the 8000-cfs flood threshold (98.6%) — then receded to 2520 cfs. Harriet crested 9.60 ft / 6870 cfs @09:22 (73% of its 9370 flood threshold), then fell to 3300 cfs. - Signal separation: Richland flat/receding (1.84→1.56 ft) → St. Joe surge is mainstem/upper-basin propagation, NOT Richland sub-basin. Bear Creek flat/receding (3.16→2.78 ft) → Harriet surge is mainstem propagation, NOT independent Bear forcing. Both diagnostics clean (Event-19-type). - Boxley, Ponca, Pruitt all in pure flood-limb recession from their Day-114 peaks. Boxley draining its study-record 9.06-ft pool (Day 114) at ~0.057 ft/hr early; crossed Hailstone Low-Floatable (3.7) downward ~14:00; ended 3.47 ft (still above the 3.2 Boxley–Ponca section threshold).

3. RAINFALL-RESPONSE PAIRS (Event-21 propagation; transfer vs Day-114 source QPE)

Today's direct QPE is non-causal, so I attribute via propagation and compute event-scale transfer against Day-114 contributing-zone QPE.

4. DOWNSTREAM PROPAGATION (mainstem chain, Event 21) Sinuosity factor assumed 1.5 throughout. - Ponca→Pruitt: 8700 cfs @10:30 (D114) → 9710 cfs @15:50 (D114) = 5.3 hr at flood flow. 19.9 km ×1.5 = 29.85 km → ~1.56 m/s. Matches the ~5.25-hr high-flow value. - Pruitt→St. Joe: 15:50 (D114) → 02:52 (D115) = ~11 hr at flood flow. 36.1 km ×1.5 = 54.15 km → ~1.37 m/s. At the fast end of the documented 11–15 hr wet/flood band. - St. Joe→Harriet: 02:52 → 09:22 = 6.5 hr at flood flow (7890→6870 cfs). 17.9 km ×1.5 = 26.85 km → ~1.15 m/s. Third confirmation of the ~6–6.5 hr flood-flow St. Joe→Harriet timing (Events 15, 20, 21). - Boxley→Ponca was NOT a cascade: Boxley 9.06 @09:30, Ponca 8700 @10:30 (~1 hr apart) — both under simultaneous direct heavy forcing (Event-11/parallel-direct mode), not routing.

5. MULTI-DAY EVENTS — Event 21 (Day 114–115) Today completes the trunk integration of the upper-basin-dominant flood that began Day 114 (Jun 22) on a dry antecedent (7-day 0.1–0.3"). Day-114 produced study-record peaks at the three upper gauges: Boxley 9.06 ft (demolishes prior 5.50), Ponca 8700 cfs (5.4× flood, study record), Pruitt 14.27 ft / 9710 cfs (4.9× flood, study record) — all from 3.4–3.9" upper-zone totals at 1.3–1.5"/hr intensity overrunning dry-soil damping. Day-115 delivered the lower-mainstem propagation: St. Joe 7890 cfs (near-flood), Harriet 6870 cfs (73% flood). Whole-system event magnitude: a high-end Tier-3 / sub-flood-at-trunk event.

6. ANOMALIES OR SURPRISES - Upper-basin-only floods do NOT always attenuate below trunk flood. Event 19 (Ponca 1920 cfs, 1.2× flood) attenuated to 36% of flood at St. Joe. Event 21 (Ponca 8700, 5.4× flood) reached 98.6% of St. Joe flood. The attenuation is large in absolute terms but a sufficiently large upper-basin flood nearly maintains flood at the trunk — fraction-of-flood at St. Joe scales strongly with source magnitude, not just source location. This refines (does not contradict) the Event-19 finding. - Dry-antecedent + extreme intensity = study-record stage. Boxley 2.09 ft/in (9.06 ft from 3.377" on dry soil) confirms the Event-7 principle that high-intensity bursts overrun pool storage; the 3.5-hr peak-to-peak lag is fast for a dry pool, again intensity-driven. Ponca's ~2763 cfs/in is a flood-regime nonlinear (out-of-bank) transfer, far above the in-bank wet range. - No rating-curve step at any gauge despite study-record Boxley/Ponca/Pruitt stages tracking smoothly height-vs-discharge — high-stage curves continue to perform.