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Engineering precedent · modular capacity

The Satsop water-moving benchmark

The original comparison used the former Satsop nuclear project's Chehalis River collector wells and supply line as a concrete example of moving large volumes. Scale that documented 40 cfs module below. A separate river-flow experiment follows so the two calculations are not confused.

The original Satsop engineering comparison

Scale water movement in repeatable 40 cfs modules

State engineering records describe two Ranney collector wells, each with availability as high as 40 cubic feet per second (about 18,000 gallons per minute), and a roughly four-mile supply line originally constructed for the Satsop nuclear project. The line was described as capable of carrying 80 cfs. This is a documented design and authorization precedent, not proof that a new system can continuously run at that rate or claim the same water rights.

Combined rated flow

4,000 cfs

Theoretical daily volume

2.59 billion gal

Theoretical annual volume

0.94 trillion gal

Time for 1 trillion gal

386.8 days

The 100-module default is a capacity comparison: about 2.59 billion gallons per day at continuous full rate, or about 387 days for one trillion gallons. Building 100 real modules would require 100 viable sites or equivalent equipment, source water, power, routes, rights and destinations. The historic 80 cfs authorization was later reduced and divided among site users.

State record: 80 cfs line and changing authorizations · State record: 40 cfs wells and four-mile line

Separate experiment · Satsop River gauge

What might an assumed flood-diversion system move?

This experiment uses 865 approved USGS quarter-hour observations over nine days, January 1 at 00:00 through January 10 at 00:00 UTC, 2022, from Satsop River gauge 12035000. The historical Ranney wells are on the Chehalis River, so this gauge is not a measurement of that supply line or an existing intake. The capacities below are hypothetical.

Observed gauge flow

156,941 acre-ft

Total river flow during observed intervals; not all from floodwater.

Above assumed threshold

68,591 acre-ft

Screening arithmetic; not legally available water.

Hypothetical diverted

7,155 acre-ft

Capped by assumed intake and storage.

Hypothetical delivered

2,805 acre-ft

After assumed transport loss and receiving limit.

Peak temporary buffer

5,230 acre-ft

4,202 acre-ft remains at period end.

Idealized pump energy

396,796 kWh

Entered total head and efficiency; no surveyed alignment.

Verified recovery: not calculable. The intake, legal and ecological availability, route, receiving site, water quality and costs remain unverified. This run has 100.00% hydrograph coverage (0 skipped gap hours). The gauge is a reference, not the intake.
Show the accounting

Hypothetical diversion = exported 2,952 + ending buffer 4,202 acre-ft. Exported = delivered 2,805 + assumed loss 148 acre-ft. The calculations integrate each consecutive quarter-hour pair and skip gaps longer than two hours. Energy uses the entered total head; a zero head does not establish a gravity route.

Possible junction study · no project volume claimed

Could the Chehalis–Satsop confluence help with floods?

The rivers meet near Satsop, so an off-channel intake and transfer nearby is worth testing on a map and in a flood model. The Satsop gauge records one branch. The Chehalis gauge above the junction has no 2022 record, and the Chehalis gauge below the junction ended its discharge record in 2008. We cannot calculate a defensible junction flood reduction from those three series.

USGS 12035000

Satsop River near Satsop, about 2.3 miles upstream from its mouth

approved 15-minute discharge available January 1–10

USGS 12033305

Chehalis River above Satsop River at Fuller

site record ends in 2007; no simultaneous 2022 upstream discharge

USGS 12035002

Chehalis River near Satsop, about 2.3 miles below the confluence

discharge record ended in 2008; no simultaneous downstream series

Nearby Lower Satsop floodplain restoration includes habitat ponds. They are not project storage. A proposed transfer would need mapped flood stages, a lawful intake, ecological protections, a viable off-channel site and a hydraulic model demonstrating benefit.

Download the junction screening record (JSON)

From capacity to a real project

Repeatable pumps, wells and pipelines make a national-scale arithmetic comparison possible. Each actual corridor still needs a source-water ledger, legal and environmental flow schedule, surveyed route, energy and cost design, and verified destination. Rated throughput multiplied by module count is not a national recovery estimate.

Water rights: Washington Department of Ecology. Download the separate USGS river observations (JSON).