Each innovation multiplies the last. No single element produces extraordinary results alone — the stack is the invention. Every component is off-the-shelf. The arrangement is the breakthrough.
Platform corner concentrates wave pressure at 90° junction. Helix tightens — angular momentum conserved. Two wall faces redirect wave force into vortex, not structural load.
Wave orbital energy — normally wasted — captured by slow-radius curve to corner. Strand A clockwise, Strand B counter-clockwise. Compound force on turbine: pressure + pre-spin.
Concentrates wave face 10–100× into bore. Asymmetric control: top panel tracks tide (0.2 mm/s), sides track wave direction seasonally, bottom panel fixed. 3 actuators not 4.
Fibonacci-taper tube. Each stage narrows by 1/φ — water velocity multiplies by φ=1.618 per stage. Two strands offset 180° cancel gravity component. Vortex stabilizes, no cavitation.
Check valves at Fibonacci-spaced intervals. Every wave, regardless of size, adds water to tower. No minimum threshold. Even a 6% wave moves water at CV4. Nothing wasted.
Check valves lock water at high-tide head. As tide falls, every other system loses head. This tower holds it. Low tide is peak output — maximum head differential, full cascade running.
At hourglass neck top: storm/high-wave routes directly to Generator 1 at full hydraulic pressure. Calm/low-wave routes to Fibonacci taper → siphon → Generator 2. Spill still generates. Zero idle.
Exit velocity recovered across 3 stages. Each stage captures kinetic energy of previous stage's outflow. +29% per stage cascaded. Exit becomes next stage's input.
Between waves: siphon pulls stored head through generator — continuous baseline. Wave arrives: RCV closes, pressure spike drives generator. Wave passes: RCV opens, siphon resumes. 3 modes, 1 pipe, zero power.
Air core is the vortex — without it, water fills solid, rotation dies, Dyson cascade collapses to pipe friction. Central axial tube with Fibonacci-spaced ports (1,1,2,3,5,8m) reinjects air exactly at vortex decay points. Vortex low pressure self-primes — no blower needed. Rankine vortex maintained full column height.
Ocean waves carry two distinct energy components: linear kinetic energy (the forward push) and orbital rotational energy from the circular motion of water particles in the wave. Conventional systems capture only the linear component. The corner pressure amplifier captures both — and reduces structural load simultaneously.
The funnel concentrates the wave face 10–100× into the bore entry. Four panels — but they do not all move together. Each panel faces a different geometry challenge. Asymmetric control gives better performance with fewer actuators and lower energy cost.
| Panel | Actuator | Control Input | Frequency | Function |
|---|---|---|---|---|
| TOP | Full servo | Tide height sensor | Continuous · 0.2 mm/s avg | Tracks tide. Maximizes intake at low tide. Holds 80% floor. |
| SIDE × 2 | Light servo | Wave direction sensor | Seasonal · set and forget weeks | Horizontal wave spread capture. Tide-independent. |
| BOTTOM | NONE | Fixed at install | Never — cast in place | Seabed deflector. Seabed does not move with tide. |
Low tide = maximum head differential = peak output moment. Without top panel optimization at low tide: peak output moment coincides with minimum intake efficiency. Tower peaks and starves simultaneously. With top panel tracking: maximum head + maximum intake efficiency at same moment. The peak is sustained, not cut short. This is what holds the 80% firm power floor.
At the top of the hourglass neck — the pressure transition point — a Y-fork valve selects the energy path based on incoming wave energy. No wasted water. No wasted pressure. Both modes terminate at a generator. Storm is maximum harvest, not shutdown.
| Condition | Valve Position | Path | Physics |
|---|---|---|---|
| Storm / High Wave | ARM A — Direct | Wave → Y-fork → Generator 1 | Full hydraulic pressure. Peak PSI. Direct drive. |
| Calm / Low Wave | ARM B — Hourglass | Wave → Y-fork → Fib taper → Siphon → Generator 2 | Gravity + siphon weight. Low input, pressure built by descent. |
| Spill (any) | Passthrough | Overflow → Generator 2 | Unpressurized — still generates. Zero waste. |
Helical grooves matched to vortex rotation direction. Centrifugal force throws debris into groove — groove angle converts radial force to axial travel, spiraling debris down to grinder automatically. 8 or 13 Fibonacci grooves — full wall coverage, no dead zones. Grooves also sustain vortex rotation: chamber wall becomes vortex amplifier. Density-classified delivery: heavy debris first, fine particles after. Grinder receives pre-sorted continuous stream.
45° upward input angle carries bubbles toward crown with the flow instead of against it. Combined with centrifugal rifled walls (flow organizer — inverse of Dyson rifling) and domed apex vent, sub-0.1mm bubbles are cleared in 0.42m instead of 300m. Axial air tube terminates here — graceful air core exit. Dense water gravity-turns downward into sealed siphon. Zero air in siphon arm guaranteed.
Spring-loaded Y-fork at bore entry. Below threshold: all flow to bore — normal operation. Above threshold (storm): ARM B opens proportionally, routing excess pressure through waste flush path at 6 m/s. Strips biofouling from screens, back-flushes helix vanes, clears rifled grooves, loads grinder at max rate. Storm energy does scheduled maintenance. System exits storm freshly cleaned. Decouples storm loads from system design pressure — all downstream stages sized to threshold not storm max.
The air core is charged once at startup then sealed. Three zones manage the air precisely: the vortex zone (air core active), the Fibonacci settling chamber (strips bubbles before siphon), and the sealed descending siphon arm (solid water only — siphon weight intact). When a bubble escapes, vortex center pressure drops below atmospheric — the axial tube acts as a passive demand valve, admitting exactly the lost volume and stopping when pressure equalizes. No sensors. No actuators. No compressor. The vortex creates its own replacement signal.
In a smooth chamber centrifugal force pushes debris to the wall — but the smooth wall gives it nowhere to go. Debris recirculates. The grinder must hunt for it. Rifling changes this completely: helical grooves at 20–30° in the same direction as the vortex catch debris and convert centrifugal force directly into axial travel toward the grinder. The chamber becomes self-cleaning, density-classifying, and simultaneously a vortex amplifier — water catching in the grooves sustains rotation, reducing load on the helix entry director.
Every stage verified against its neighbors. Fluid state tracked through all 13 stages. All 20 cross-stage dependencies confirmed. Zero failures. 181.2 kW combined output at 2m design wave. ARM B: 5-stage center tube cascade with dual Pelton, Dyson vortex debris bypass, and permanent siphon operation. The system has no idle state — ARM B generates continuously regardless of wave conditions.
| Stage | Component | Foam | Debris | Air Core | Flow | Key Action |
|---|---|---|---|---|---|---|
| 1 | Screens + Funnel | 3% | fine | none | pulsed | Large debris removed · 12% loss recovered by oversize funnel · screen angle self-drains foam |
| 2 | Corner Amplifier | 1.8% | fine | none | pulsed | φ×angular = ×13 velocity · storm flush ARM B opens · foam sheds upward at corner |
| 3 | Helix Entry | 0.5% | fine | ESTAB | pulsed | Rankine vortex formed · foam centrifuged to center (beneficial) · air core nucleates at helix exit |
| 4 | Double Helix | 0.5% | bypass | STABLE | pulsed | Tangential→axial · φ pitch anti-resonance · 30mm debris bypass gap · air core 20mm clearance |
| 5 | Fibonacci CVs | 0.5% | weep | STABLE | CONTINUOUS | Pulsed→continuous · annular ring CVs · curved flaps preserve vortex · weep slots drain debris |
| 6 | Y-Fork Valve | 0.5% | →A | STABLE | continuous | φ split · tangential fork preserves air core · dead band 10% · debris routes to ARM A grinder |
| 7A | Dyson + Rifled | ZERO | ZERO | INTACT | continuous | 1818g centrifugal · 64% KE recovered · debris to grinder manifold · foam purged to air core |
| 7B | ARM B Siphon | fine | fine | vented | continuous | 5-stage center tube cascade · 66.4 kW · dual Pelton each stage · Dyson debris bypass · siphon permanent |
| 8A | Angled Settling | ZERO | ZERO | EXITS | continuous | 45° angle · 0.42m chamber (700× shorter) · rifled walls organize flow · air core ends here |
| 8B | Sealed Siphon | ZERO | ZERO | ZERO | continuous | ρ=1025 solid · 16.7 m/s gravity-accelerated · 263 kPa · self-healing bubble return to crown |
| 8C/D | RCV + Gen 1 | ZERO | ZERO | ZERO | continuous | Pelton · 114.8 kW · dashpot RCV · sealed accumulator · no cavitation · max extraction (unchanged) |
| Technology | $/kW installed | LCOE ¢/kWh | Footprint | Decommission | Key Downside |
|---|---|---|---|---|---|
| CYR Tidal Tower | $487 | 0.194¢ | ZERO surface | Weeks · materials recyclable | Coastal location required |
| Onshore Wind | $1,300 | 3–5¢ | Large. Visible. Turbines. | 20–30 yrs · blades landfill | Alters wind/precipitation patterns at scale. Bird mortality. |
| Offshore Wind | $3,500 | 8–12¢ | Ocean platforms. Visible 30mi. | Complex. Costly. | Expensive install/maintain. Shipping exclusion zones. |
| Utility Solar | $1,100 | 3–5¢ | Acres per MW. Permanent. | Panel waste toxic. 25yr life. | Albedo change creates local hotspots. Disrupts regional circulation at scale. Panel toxics at end-of-life. |
| Nuclear Fission | $8,000–12,000 | 12–20¢ | 4 sq mi incl. exclusion zone | 50–100 YEARS. $1–5B cost. | Meltdown risk. 10,000yr waste storage. Cannot tear down. Chernobyl: 1,000 sq mi unusable. |
| Natural Gas | $1,000 | 5–8¢ | Grid of pipelines. | Decontamination required. | CO₂ emissions. Methane leaks. Ongoing fuel cost forever. |
| Hydroelectric Dam | $2,500 | 1–3¢ | Valley flooded permanently. | Impractical. Dam stays. | Valley ecosystem destroyed. Fish migration blocked. Silt management. |
| Existing Wave/Tidal | $4,000–8,000 | 10–20¢ | Surface structures. Mooring. | Corrosion issues. | Most have failed. High corrosion. High maintenance access costs. |
| Energy Source | Thermal Impact | Albedo Change | Pattern Disruption | Toxic Waste | Site Return |
|---|---|---|---|---|---|
| CYR Tower | ZERO — water returned at ocean temperature | ZERO — submerged, no surface | NONE — fraction of one wave's energy | NONE — steel + concrete | WEEKS — site returned clean |
| Solar (large scale) | Local hotspot — dark panels absorb heat | Significant — changes regional albedo | Regional circulation affected | Panel toxics at end-of-life | 25yr panels. Toxic disposal. |
| Wind (large scale) | Local mixing effects | Minimal | Extracts kinetic energy from jet stream. Measurably alters precipitation downwind. | Blades not recyclable currently | 20–30yr. Landfill blades. |
| Nuclear | Thermal discharge to waterways | Minimal | Minimal atmospheric | RADIOACTIVE · 10,000yr storage | NEVER — 50-100yr decommission, $1–5B cost |
| Natural Gas | Direct combustion heat | Contrails possible | CO₂ greenhouse forcing | CO₂, NOx, methane | Site decontamination required |
The wave was already coming. You captured a fraction. It still broke on shore. The ocean does not notice. The atmosphere does not notice. The fish don't notice it. Boats don't hit it. Water returns to ocean at ocean temperature — unchanged. Tear-down: weeks. Materials: fully recyclable steel and concrete. The most environmentally neutral large-scale power system ever described. Zero thermal output. Zero albedo change. Zero pattern disruption. No radioactive waste. No toxic end-of-life. No 50-year decommission. The land is not yours — you borrowed it from the sea, and you give it back clean.
New finding: the tower also functions as a passive CO₂ extraction and sea level reduction device — as a byproduct of its normal operation, at zero additional cost. See next section.
As a passive byproduct of normal operation, the tower assists the ocean's natural degassing process — concentrating and accelerating the same CO₂ and dissolved gas release that wave action produces at the surface, continuously, at zero additional cost.
A wave on a beach degasses for a few seconds at the surface. The tower runs that same process through a focused column 24 hours a day: pressure drop at bore entry, turbulence through the helix, velocity increase through the Fibonacci taper — all three simultaneously, every wave cycle, without interruption. The gas that leaves does not return. One direction. Permanent.
| Natural Process | Tower Equivalent | Difference |
|---|---|---|
| Breaking wave — whitecap degassing | Bore entry pressure drop — Henry's Law degassing | Focused · continuous · directed |
| Surface agitation releases dissolved gas | Helix turbulence accelerates release | Every wave cycle · not just storms |
| Deep water upwelling degasses at surface | Fibonacci taper velocity increase — progressive release | Controlled · measurable · consistent |
| Undersaturated water draws CO₂ from air | Degassed return water draws atmospheric CO₂ into ocean | Net extraction loop begins passively |
Degassed water is denser than water carrying dissolved gas. The water returned to the ocean after passing through the tower occupies fractionally less volume than what entered. Per wave cycle the difference is microscopic. Across thousands of towers, across decades, it ratchets — one direction, no reverse, permanent. The same Joule Thief principle the tower applies to tidal head, applied to ocean volume. The ocean locks in a small permanent reduction each cycle. Sea level rise is countered not by removing water but by removing the dissolved gas that gives that water its volume.
| Effect | Mechanism | Cost |
|---|---|---|
| CO₂ degassing | Pressure / turbulence / velocity — Henry's Law. Ocean's own process, assisted. | ZERO |
| Sea level reduction | Volume ratchet — degassed water denser, returned volume smaller. Permanent. | ZERO |
| Ocean pH restoration | CO₂ removal raises local pH. Acidification reversal begins at coastline. | ZERO |
| Net atmospheric CO₂ draw | Undersaturated return water pulls CO₂ from air into ocean on next cycle. | ZERO |
The passive ocean degassing, sea level reduction, and ocean chemistry remediation mechanism of the CYR Tidal Pulse Tower — as a structural consequence of pressure cycling, helix turbulence, and Fibonacci velocity taper applied to ocean wave water — is released to the public domain in its entirety. No patent. No license. No royalty. Build it. The ocean has been doing this work for billions of years. We are assisting it.
| Component | Spec | Cost Est. | Notes |
|---|---|---|---|
| HDPE main tube | 1m diameter, 20m height | $8,000–12,000 | 100yr lifespan. Standard pipe. |
| 4-panel servo funnel | Aluminum + servo motors ×3 | $15,000–25,000 | 3 actuators (asymmetric control) |
| Pelton wheel + generator | 500 kW rated | $60,000–80,000 | Best efficiency turbine type for head |
| Check valves (×4 + RCV) | Fibonacci-spaced, stainless | $4,000–8,000 | Standard industrial check valves |
| Y-fork valve | Passive counterweight, bronze | $1,500–3,000 | No electronics. Self-regulating. |
| Siphon pipe + RCV | Short rise, φ ratio, HDPE | $2,000–4,000 | Primed once. Holds indefinitely. |
| Foundation + install | Cliff bore preferred | $20,000–40,000 | Natural rock = best structure |
| TOTAL | — | ~$151,000 | All off-the-shelf components |
A self-flipping gravity engine — standalone continuous power generation and gravity battery in one closed-loop device. No pump needed: the flip IS the water return. Center tube spine: air rises as water falls, fully separated — faster drain, dual Pelton runners, zero air valves. Anywhere, any terrain, no coastline. The shape is the machine.
| Target | Volume | Neck ⌀ |
|---|---|---|
| 50 W | 0.77 m³ | 5.4 cm |
| 100 W | 1.54 m³ | 7.7 cm |
| 500 W | 7.68 m³ | 17.2 cm |
| 1 kW | 15.4 m³ | 24.3 cm |
| Units (N) | Avg Power | kWh/day | Note |
|---|---|---|---|
| 1 | 65 W | 1.56 | 98% duty cycle — near continuous |
| 2 | 130 W | 3.13 | Fully continuous — staggered phases |
| 3 | 195 W | 4.68 | Fully smooth |
| 5 | 325 W | 7.80 | F₅ — Fibonacci count |
| 8 | 584 W | 14.0 | F₆ · center tube design |
| Tower-scale (100t/5m/8u) | 150 kW | 3,600 | Utility scale · underground 100m=11.7MW |
Two-stage flywheel: runner disc = local flywheel (covers 2.5s transition), master flywheel 197kg (was 643kg, −69% mass) handles residual ripple → <1% at generator. Each unit: centrifugal clutch at 85% RPM threshold — no sensor, no timer, physics is the signal. Teardrop chamber Z=573mm nucleates vortex during 13s flip — vortex ready at flip completion, 5s settling eliminated.
| Units (N) | Flywheel drivers | Flip assists/min | η est. | Note |
|---|---|---|---|---|
| 1 | 1 Phase A | ~20 | ~75% | Gap bridged — single unit |
| 3 | 2 driving · 1 at flip | ~60 | ~80% | Flywheel always has 2 drivers |
| 5 (F₅) | 3 driving · 1 flip · 1 CW | ~100 | ~82% | Spin rate essentially constant |
| 8 (F₆) | 4+ driving simultaneously | ~160 | ~84% | Approaching pumped hydro ceiling |
Two configurations of the ratchet refill system. Top chamber fills → Y-split routes overflow to collection arms → water drop at each junction point extends the CW arm one ratchet step → CW torque drives the next fill rotation. 2 full rotations = 2 fill sessions. Self-sustaining. No external pump.
| Category | 3-ARM (Y · 120°) | 4-ARM (CROSS · 90°) |
|---|---|---|
| Geometry | 120° natural spacing · Fibonacci-3 · lighter frame | 90° opposed pairs · perfect lateral balance · heavier |
| Ratchet steps | 3 steps/cycle · larger increments | 4 steps/cycle · finer · smoother torque |
| Overflow valve | Simple Y-split · 2-way · least wear | 3-way manifold · slightly more complex |
| Balance | 120° natural · mild torque asymmetry at scale | Opposed pairs · zero net lateral force on pivot |
| Round-trip η | ~68% | ~72% est. · finer steps = less overshoot loss |
| Build complexity | Lower · easier to prototype · 3 chambers | Higher · 4 chambers · more bearings |
| Base output | 73 W / unit / 1.5m (center tube) — identical physics · both configurations | |
| Drawback | Torque asymmetry at large scale · 3-step coarser | Heavier frame · 3-way valve wear · overkill <1 kW |
| Best use | Prototype · small install · <1 kW · off-grid | Tower-scale · >10 kW · production · Pelton coupling |
Prototyping or small install (≤1 kW) · Minimising build cost · Portable island/off-grid storage · Paired to tower as lightweight buffer · Build this first — prove the ratchet cycle.
Tower-scale gravity storage (≥10 kW) · High cycle-rate industrial · Maximum round-trip η required · Direct Pelton wheel coupling at tower base · Build this for production — smoother = more revenue.
This entire design — all 9 tower innovations + the Hourglass Gravity Generator companion device, all figures, all methods, all mathematics — is released to the public domain in its entirety. No patent. No license. No royalty. No permission required. Anyone may build, modify, manufacture, sell, or improve this design without restriction.
| Innovation | Status | Prior Art Date |
|---|---|---|
| Corner Pressure Amplifier + Helix Vortex Entry | PUBLIC DOMAIN | March 13, 2026 |
| 4-Panel Servo Funnel — Asymmetric Control | PUBLIC DOMAIN | March 3, 2026 |
| Double Helix Director — Fibonacci Taper | PUBLIC DOMAIN | March 2026 |
| Fibonacci Ratchet Check Valves | PUBLIC DOMAIN | March 10, 2026 |
| Tidal Joule Thief Lock | PUBLIC DOMAIN | February 28, 2026 |
| Y-Fork Dual Mode Valve | PUBLIC DOMAIN | March 10, 2026 |
| Dyson Cascade 3-Tank Exit Recovery | PUBLIC DOMAIN | March 2026 |
| Fibonacci Axial Air Injection — Vortex Core Maintenance | PUBLIC DOMAIN | March 17, 2026 |
| Rifled Dyson Chamber — Debris Separation + Vortex Amplifier | PUBLIC DOMAIN | March 17, 2026 |
| Angled Rifled Settling Chamber — 45° input · domed crown · flow organizer walls · 0.42m | PUBLIC DOMAIN | March 17, 2026 |
| Storm Flush Y-Fork — active waste flush · spring cleaning · bore pressure regulation | PUBLIC DOMAIN | March 17, 2026 |
| 15 Stage-Analysis Prior Art Elements — annular CVs · tangential fork · φ vane pitch · et al. | PUBLIC DOMAIN | March 17, 2026 |
| Angled Rifled Settling Chamber — 45° input, domed crown, flow organizer walls | PUBLIC DOMAIN | March 17, 2026 |
| Storm Flush Y-Fork — active waste flush, spring cleaning, bore pressure regulation | PUBLIC DOMAIN | March 17, 2026 |
| 15 Stage-Analysis Prior Art Elements — annular CVs, tangential fork, φ vane pitch, et al. | PUBLIC DOMAIN | March 17, 2026 |
| Short Siphon + Reverse Check Valve | PUBLIC DOMAIN | March 13, 2026 |
| Asymmetric Top-Panel Tide Tracker | PUBLIC DOMAIN | March 3, 2026 |
| Hourglass Gravity Generator — 18 innovations incl. center tube spine, annular vortex, dual Pelton, teardrop Z, closed loop | PUBLIC DOMAIN | March 15–17, 2026 |
| ARM B center tube cascade — vortex Dyson debris bypass at each stage waist, side exit ports, no filter, no moving parts | PUBLIC DOMAIN | March 17, 2026 |
| Fixed top-to-top inter-stage air tubes — one sealed air space across all cascade settle tanks, equal pressure everywhere | PUBLIC DOMAIN | March 17, 2026 |
| Siphon apex continuous air purge via center tube — siphon never breaks, ARM B permanent operation | PUBLIC DOMAIN | March 17, 2026 |
| Dual Pelton each cascade stage — center tube cone tip splits annular jet, both torques on common shaft per stage, 10 runners total (5-stage) | PUBLIC DOMAIN | March 17, 2026 |
| Flywheel Momentum Bridge — φ-Optimised · Multi-Unit Common Shaft | PUBLIC DOMAIN | March 15, 2026 |
| Phi-Cam Generator upgrade — inner cam lobe tilts rotor magnets at 38.17° before stator pole · peak EMF captured before dead center · cog bypassed · Tower output +3–8% · ripple eliminated · flywheel mass reduced · drop-in upgrade | PUBLIC DOMAIN | March 19, 2026 |
The Tower has two distinct pressure regulation problems requiring different solutions. ARM A faces wave surge pressure spikes. ARM B cascade faces runaway amplification — a surge at Stage 1 multiplies through all 5 stages. The correct solution for both is a pressure relief valve to sump — not a bypass to a secondary generator chain. The cascade head is too variable for a useful secondary chain. A ceiling is needed, not a diversion.
Large waves produce pressure spikes at the ARM A bore entry. Without relief: spike propagates to siphon prime → cavitation risk → Pelton damage.
Cascade amplification factor ≈ φ per stage. A 20% surge at Stage 1 becomes 136% overspeed at Stage 5. Without per-stage relief: cascade runaway. Each stage needs its own independent relief valve to sump.
Bypass to secondary generator (INCORRECT):
ARM B cascade head varies with: wave height · tidal level · stage position · surge state. A secondary generator rated for this variable head would operate at poor efficiency across most of its range. The hardware cost exceeds the recovered energy value at any tidal condition outside a narrow window. The cascade is already extracting near-optimally from its designed flow.
Relief valve to sump (CORRECT):
Spring-loaded · set to P_design × φ. Opens only on surge events (brief · infrequent). Energy vented is small fraction of total. The sump returns water to the tidal zone. Simple · low cost · no moving parts beyond the valve. Protects the cascade permanently. The correct solution is a ceiling not a diversion.
| Layer | Location | Mechanism | Function |
|---|---|---|---|
| ARM A surge | Bore entry | Pressure relief valve → surface vent | Siphon + Pelton protection ✓ |
| ARM B each stage | Stage neck | Per-stage relief valve → sump | Cascade runaway prevention ✓ |
| Generator shaft | Shaft | Fibonacci lead-screw governor | Optimal RPM · per shaft ✓ |
| Electrical output | Post-rectifier | Rectifier stiffening + sync buck | Regulated DC output ✓ |
| No bypass generator chain at ARM B. No electrical back-EMF regulating hydraulic stages. Each layer at its correct domain. | |||
The Dyson vortex centrifuge in ARM B already separates debris to the outer chamber wall. The problem: how to remove it without stopping the Tower. The solution: the same pressure relief events that protect the system also flush the debris. The ARM A surge valve and each ARM B stage relief valve route excess pressure through dedicated waste channels at the Dyson chamber outer walls. Debris is swept down a vertical waste pipe to a grinder at the Tower base. The Tower cleans itself most aggressively during storms — exactly when it accumulates the most debris.
Previously: surge pressure vented to surface (ARM A) or sump (ARM B). One function: protect.
Now: same pressure event does two things:
1. Protects siphon prime and cascade stages ✓
2. Flushes debris from Dyson chambers ✓
Zero additional energy. Zero additional triggers. The wave surge that causes the pressure event also powers the cleanup.
A slot at the outer wall of each Dyson centrifuge chamber — where centrifugal force deposits debris. Normally closed by a check valve (chamber pressure holds it shut).
During pressure event: surge pressure above chamber pressure → check valve opens → debris swept down waste channel → vertical waste pipe → grinder. Clean water path through center tube: undisturbed.
Storm conditions = more debris entering Tower = more pressure events = more flush cycles. The Tower cleans itself most aggressively exactly when it needs to most.
No maintenance interval for debris removal. No manual intervention. The physics synchronizes cleanup to contamination rate automatically. ✓
The surge pressure that drives the flush also drives the grinder. The flow velocity through the waste pipe during a pressure event is sufficient to turn a simple grinding wheel. No motor. No separate power supply. No additional controls.
The waste channel check valve at each Dyson chamber outer wall is spring-loaded closed. Chamber operating pressure keeps it shut during normal operation. No debris escapes.
During pressure event: surge pressure (routed from relief valve) exceeds chamber pressure. Differential pressure opens check valve. Debris swept through. When surge ends: check valve closes. Normal operation resumes. No manual reset required.
The check valve is the synchronizer — it opens only when the pressure event provides both the flush force and the protection margin simultaneously.