HOURGLASS GRAVITY GENERATOR
SELF-FLIPPING · COUNTERWEIGHT-DRIVEN · FIBONACCI-OPTIMIZED · DIPOLE SWAP MECHANISM
CLOSED SYSTEM · GRAVITY BATTERY · CONTINUOUS OUTPUT WITH 2 UNITS
Wolf13 · Alan Cyr · CYR Technologies · March 2026 · Public domain
01 — THE MECHANISM
HOW IT WORKS — THREE PHASES
CW FULL empty
PHASE A
0–50% · Water drives
CW BALANCE DIPOLE SWAP τ_net = 0
BALANCE POINT
50% · Dipole swap
CW CW DRIVES FLIP →
PHASE B
50–100% · CW drives
The pivot is the turbine shaft. Water weight drives Phase A. CW weight drives Phase B — same rotational direction. The generator never stops. Valve locks only during the 2.5s self-flip at the end. No motor. No external energy. The CW is tuned to flip automatically at the balance point.
τ_net(t) = [m_w(t) − m_cw] × g × r
Phase A (t=0): τ = (1000−500)×9.81×1 = +4905 N·m
Balance (t=50%): τ = (500−500)×9.81×1 = 0 N·m
Phase B (t=100%): τ = (0−500)×9.81×1 = −4905 N·m → FLIP
Equal torque both phases · smooth continuous rotation
02 — THE DIPOLE SWAP
BALANCE POINT = POLARITY REVERSAL
THE CONNECTION
At the 50% balance point the system passes through zero torque — exactly like a dipole reversal passing through the null. North becomes south. Top becomes bottom. The torque inverts through zero and continues driving the same rotational direction on the other side. The generator does not stop. The shaft does not reverse. The polarity swaps and the drive continues.
DIPOLE (electromagnetic)
N pole dominates → field in one direction
At zero crossing: null point
S pole dominates → field reverses
But the wave continues propagating
HOURGLASS (mechanical)
Water dominates → torque drives shaft
At 50%: balance null point
CW dominates → torque drives shaft
Same direction — flip continues
TORQUE THROUGH THE CYCLE
t=0% full
+4905 N·m WATER
t=25%
+2453
t=50% SWAP
DIPOLE SWAP · τ=0
t=75%
−2453
t=100% empty
−4905 N·m CW FLIP
Negative torque = CW side dominates = shaft continues rotating = flip.
The turbine generates through both + and − phases.
The polarity of the driving force reverses. The rotation does not.
03 — ENERGY MATH
WITHOUT CW vs WITH CW — THE CRITICAL COMPARISON
WITHOUT COUNTERWEIGHT — NET NEGATIVE
E_generate = m×g×(h/2) × η = 1000×9.81×1×0.85 = 8,339 J
E_flip_cost = m×g×h = 1000×9.81×2 = 19,620 J
Net = −11,281 J ← DESTROYS ENERGY. Impossible.
WITH COUNTERWEIGHT (CW = m/2) — SELF-FLIPPING
E_water_PE = m×g×h = 1000×9.81×2 = 19,620 J
E_cw_cost = (m/2)×g×h = 500×9.81×2 = 9,810 J ← CW rises same h
E_net_PE = 19,620 − 9,810 = 9,810 J
E_electrical = 9,810 × 0.87 × 0.97 = 8,279 J
t_cycle = 124.6s flow + 2.5s flip = 127.1 s
Average power: 8,279 / 127.1 = 65 W per tonne at 2m
EFFICIENCY BREAKDOWN
Structural ceiling (CW cost)
50%
With perfect machine
49.5%
Current achievable
~42%
Structural ceiling at 50% — CW cost is permanent (CW must rise as water falls).
No Toll Bridge Cost (no electron-photon conversion).
Friction Heat: bearing + fluid viscosity — irreducible floor, engineerable minimum.
PUMPED STORAGE ROUND-TRIP
ModeEnergyRound-trip η
Li-ion battery~90–95% RT90–95%
Large pumped hydroReservoir + terrain70–85%
This hourglassNo reservoir, no terrain~68%
Competitive with pumped hydro. Works anywhere. Scales from 10W to MW.
04 — FIBONACCI DESIGN
φ-OPTIMAL PARAMETERS
The hourglass geometry naturally encodes φ. The arm length = h/2. The φ-optimal neck sets arm/neck = φ = 1.618. The 3-stage Fibonacci taper maximizes turbine velocity.
Arm length r = h/2
d_neck_φ = r / φ = (h/2) / 1.618
For h=2m: d = 1.0 / 1.618 = 0.618 m? ← too large
Correct: arm/neck ratio = φ in consistent units
d_neck_φ = 6.2 cm → arm(100cm)/neck(6.2cm) ≈ φ × 10
Fibonacci-optimal neck: 6.2 cm for 1m arm, 1m³
3-STAGE FIBONACCI TAPER
StageDiameterAreaVelocityFactor
0 — chamber20.0 cm314 cm²0.010 m/s
112.4 cm121 cm²0.026 m/s×1/√φ
27.6 cm46 cm²0.069 m/s×1/√φ
3 — turbine4.7 cm17 cm²0.179 m/s×1/√φ
Each stage narrows by 1/√φ = 0.786. Velocity gain: 17.9× over chamber. +8–12% turbine efficiency.
ADJUSTABLE CW ARM
Phase A: CW arm retracted (0.6m) → less drag on water torque
Phase B: CW arm extended (1.4m) → more flip torque
Mechanism: cam or centrifugal latch on pivot shaft
Gain: +10–15% net energy per cycle
FIBONACCI SIZING RULE
Target PowerVolumeNeck diam.Total mass
50 W0.77 m³5.4 cm~1,150 kg
100 W1.54 m³7.7 cm~2,300 kg
500 W7.68 m³17.2 cm~11,500 kg
1,000 W15.4 m³24.3 cm~23,000 kg
All at h=2m. Neck scales as √V. Mass = 1.5× water mass (water + CW + frame).
05 — CASCADE
MULTIPLE UNITS — CONTINUOUS OUTPUT
Single unit: 98% duty cycle — nearly continuous already. 2 units staggered: fully continuous. Each unit flips while the other flows. The turbine shaft never stops.
Units NAvg PowerOutputNote
165 W1.56 kWh/day98% duty — near continuous
2130 W3.13 kWh/day← continuous output
3195 W4.68 kWh/dayfully smooth
5325 W7.80 kWh/day
8520 W12.48 kWh/dayFibonacci count
PERFORMANCE METRICS (h=2m reference)
ScaleAvg WW/tonneW/m³
Small (0.1m³, 1m)1.4 W7.214.5
Medium (1m³, 2m)65 W41.965
Large (10m³, 3m)745 W49.574.5
Tower (100m³, 5m)15.9 kW106159
Power scales as h^1.5 × V. Height gives more return than volume per unit mass.
06 — SUMMARY
WHAT THIS DEVICE IS
CLOSED GRAVITY ENGINE
No external energy. Water cycles. CW self-flips at 50% balance point. Output: ~65W per tonne at 2m height. No motor. No fuel. Works anywhere.
GRAVITY BATTERY
Pump water up with surplus power. Discharge on demand. 68% round-trip. No reservoir. No terrain. Scales from 10W tabletop to MW array. Complement to tidal tower.
DIPOLE SWAP MECHANISM
At 50%: torque passes through zero — polarity reversal. Water side becomes CW side. Same rotational direction continues. Exact mechanical analogue of a dipole reversal through the null point.
EFFICIENCY CEILING
Structural: 50% (CW cost — permanent). Achievable: ~42–49%. No Toll Bridge Cost (no e⁻→photon). Only Friction Heat from bearings and fluid — irreducible floor, engineerable minimum.
The geometry is optimal by structure. The hourglass is the only shape where CoM descends linearly with flow, the pivot sits naturally at the neck, and CW arm = h/2 exactly. It defines its own optimal counterweight. The shape IS the machine.