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Energy Conservation / Local Power Project

Date: 2026-05-25 Context: Michael is exploring practical local-first energy resilience: tidal/current capture in NSW coastal inlets, especially Wagonga Inlet/Narooma, then broader household solar and storage strategy.

Core framing

  • Solar generation is comparatively mature and cheap at household scale.
  • The hard problem is storage, especially storing enough usable energy for high-demand household loads and multi-day/seasonal mismatch.
  • Tidal/current energy is attractive because it is predictable and locally visible in coastal inlets, but usable power depends on current velocity, not just total water volume.
  • Best near-term path is not “replace grid with one magic system”, but layered resilience:
    • use solar directly when available
    • store heat as heat where possible
    • store premium electricity in batteries
    • keep grid/generator as rare backup unless full off-grid is explicitly worth the cost

Tidal/current turbine exploration

Initial question

Michael observed that NSW coastal inlets move huge volumes of water daily and wondered whether tidal propellers/turbines could capture useful power, using Wagonga Inlet as a local example.

Existing Australian work found

Key project: AUSTEn / Tidal Energy in Australia

  • Led by University of Tasmania / Australian Maritime College with CSIRO, University of Queensland, ARENA and industry partners including MAKO, Sabella, and SIMEC Atlantis.
  • Produced national tidal resource modelling at ~500 m resolution.
  • Focused field/case studies at Banks Strait TAS and Clarence Strait NT.
  • Found Australias strongest tidal stream opportunities mostly in northern Australia, plus Banks Strait TAS and Port Phillip Heads VIC.
  • Even promising Australian sites commonly show max tidal velocities around ~22.8 m/s, whereas many international commercial projects prefer nearer ~4 m/s.
  • Australian tidal energy remains mostly research/demonstration scale; no large commercial tidal farm currently operating domestically.

Other examples:

  • MAKO tidal turbines: Australian small turbine work/trials including Tamar River TAS, Gladstone Port QLD, Singapore and overseas activity.
  • Tidal Turbine Reef feasibility study: WA concept around One Arm Point / King Sound conditions.
  • International comparison: MeyGen in Scotland demonstrates tidal stream can work at commercial/demonstration array scale, but in stronger-current sites than typical NSW inlets.

Main physical constraints for NSW inlets

  • Velocity cube law: available power scales with current velocity cubed.
    • 1 m/s = baseline
    • 2 m/s = 8× power
    • 3 m/s = 27× power
    • 4 m/s = 64× power
  • Large tidal prism does not automatically mean useful turbine power if the flow is spread across too large a section or too slow.
  • Tidal generation is intermittent through the cycle: flood peak, slack high, ebb peak, slack low.
  • NSW inlets are sediment machines: shoaling, scour, storm response, bar movement, training-wall effects.
  • Turbine frames/fences could change local flow, causing scour holes, shoaling, altered navigation depths, bank erosion or changed flushing.
  • Best current is often in the navigable channel, creating boat-safety and approval conflicts.
  • Marine ecology concerns: fish strike, rays/seals/dolphins/turtles depending site, noise/vibration, cable EMF, benthic disturbance, altered flushing/salinity/sediment.
  • Maintenance is harsh: salt, biofouling, weed, fishing line, flood debris, logs, storm access, corrosion.
  • Economics must compete with very cheap solar and batteries.

Small turbine concept

Michael asked whether 10 m turbines are necessary or whether 0.51 m turbines could be deployed in strings across/along fast channel sections.

Conclusion:

  • Small turbines are the more plausible direction for Wagonga-style inlets.
  • Concept should look less like an underwater wind farm and more like modular, guarded, removable tidal cartridges.
  • Avoid spanning the main boat lane initially.
  • Prefer mounting near existing structures where possible:
    • training walls
    • wharf piles
    • bridge-adjacent structures
    • edge-flow zones outside marked navigation channel
  • Design requirements:
    • removable/lift-out frames
    • guarded rotors
    • storm/flood retrieval
    • low-cost serviceability
    • local battery/load nearby
    • minimal seabed works if possible

Rough 1 m turbine power at useful efficiency:

Current speed Approx output per 1 m turbine
0.8 m/s ~70 W
1.0 m/s ~140 W
1.2 m/s ~240 W
1.5 m/s ~475 W
2.0 m/s ~1.1 kW
2.5 m/s ~2.2 kW

A 0.5 m turbine has roughly one-quarter the swept area, so roughly one-quarter the power.

Interpretation:

  • If sites reliably hit ~1.52 m/s, small turbine strings become technically interesting.
  • If most sites are <1 m/s, the concept becomes mostly demo/education unless hardware is extremely cheap.

Wagonga Inlet data found

Public NSW estuary data:

  • Estuary volume: ~39,101 ML
  • Average depth: ~5.7 m
  • Tidal prism measured 1986:
    • ebb: ~6,340 ML
    • flood: ~6,640 ML
  • Local tidal range:
    • ebb entry: ~1.49 m
    • flood entry: ~1.24 m
  • Entrance is open/trained.
  • Downstream channel often described around ~35 m below MSL, with shallower shoals upstream.
  • Flood Data Portal has TUFLOW model input/output for Wagonga/Kianga/Dalmeny, but outputs are large (~1 GB) and flood-focused rather than a simple normal-tide current table.
  • Public searches did not uncover a clean ADCP/current-speed dataset for normal tidal currents in Wagonga.

Back-calculated estimate from ebb prism:

  • 6,340 ML = 6.34 million m³ over roughly half-tide (~6.2 h).
  • Average exchange flow: ~284 m³/s.
  • Estimated sinusoidal peak tidal flow: ~445 m³/s.

Estimated peak speed depends on channel cross-sectional area:

Flow cross-section Estimated peak speed
150 m² ~3.0 m/s / 5.8 knots
200 m² ~2.2 m/s / 4.3 knots
250 m² ~1.8 m/s / 3.5 knots
300 m² ~1.5 m/s / 2.9 knots
400 m² ~1.1 m/s / 2.2 knots
500 m² ~0.9 m/s / 1.7 knots

Working estimate:

  • Fast entrance/channel sections of Wagonga are plausibly ~12+ m/s on stronger tides, with local faster jets possible near constrictions, walls, bridge/channel features, and ebb-bar conditions.
  • This is not enough for design; it is enough to justify measurement.

Measurement path

Need current mapping before turbine design.

Best instrument: ADCP — Acoustic Doppler Current Profiler

  • Uses angled acoustic beams and Doppler shift from particles/bubbles/sediment in the water.
  • Measures current speed/direction at multiple depths, giving a vertical profile.
  • Can be:
    • bottom-mounted looking upward for days/weeks
    • boat-mounted looking downward during transects
    • side-mounted from wharf/bridge/pile

For Wagonga, useful survey points:

  • Narooma bridge area
  • downstream training wall edges
  • entrance channel
  • flood-tide delta edge
  • spring vs neap tide comparison
  • surface/mid-depth/near-bed velocity profiles

Cheaper first-pass option: calibrated propeller/impeller current meter.

  • A small free-spinning rotor can estimate current speed from RPM.
  • Use Hall sensor / optical sensor / encoder / small generator frequency.
  • Must be calibrated by towing at known GPS speeds in calm water.
  • Best for finding promising spots, not for final engineering/approval.
  • Avoid loading it as a generator during measurement, because electrical load changes RPM and corrupts speed estimates.

Solar and battery/storage discussion

Michaels situation

  • Household has ~20 kW rooftop solar.
  • Often produces more than household uses during peak days/weeks/seasons.
  • No battery yet.
  • Concern: cannot find a battery system large enough / economical enough to store all excess.
  • Specific pain loads:
    • hot water
    • cooking
    • other high-power/high-energy thermal loads
  • Rest of household load seems manageable.

Core conclusion

  • Household solar generation is mostly solved.
  • Storage is the limiting problem.
  • Batteries are good for same-day/overnight shifting and resilience.
  • Batteries are poor/economically awkward for storing all surplus, multi-week deficits, seasonal mismatch, or repeated large thermal loads.
  • Chasing “store all excess solar” is likely the wrong target.
  • Better target: maximise useful self-consumption and resilience without overbuilding storage that sits idle much of the year.
  1. Direct use first

    • Shift flexible loads into solar hours:
      • dishwasher
      • washing
      • EV charging if relevant
      • pumps/pool/workshop loads
      • appliance scheduling
  2. Store heat as heat

    • Hot water is a cheap thermal battery.
    • Prefer:
      • heat pump hot water
      • solar diverter to hot water tank
      • larger hot water tank
      • controlled daytime heating
    • Thermal storage is much cheaper per stored kWh than lithium for hot water.
  3. Battery for premium electricity

    • Use battery for loads that truly need electricity:
      • fridge/freezer
      • lights
      • computers/network
      • pumps
      • security/comms
      • short cooking bursts
      • overnight baseload
      • outage backup
  4. Grid/generator as rare backup

    • 9095% self-powered is much cheaper than 100%.
    • The last 510% is where system cost explodes.

Battery sizing thoughts

  • Practical sweet spot for a 20 kW solar household may be roughly 2040 kWh battery, depending actual load profile.
  • For serious resilience, maybe 5060 kWh, but only with a specific goal and inverter/load analysis.
  • Beyond that, caution: large batteries can be expensive and underutilised for much of the year.

Cooking

  • Cooking is high power but not always huge total energy.
  • Induction can pull hard, but often for short durations.
  • Design issue is both:
    • battery capacity (kWh: how long)
    • inverter power/surge (kW: how hard)
  • A household can cook from battery/solar, but making it feel normal requires adequate inverter capacity and careful load management.

System philosophy

Do not store all solar surplus as electricity.

Better overall design:

  • 20 kW solar remains core generation.
  • Add battery sized for overnight/resilience, not full seasonal capture.
  • Convert hot water to controlled solar/heat-pump thermal storage.
  • Shift flexible loads into solar windows.
  • Retain grid/export/backup for the economically ugly edge cases.

Working phrase:

Use solar directly, store heat cheaply, store electricity selectively, and only buy enough battery to cover expensive/important overnight and outage loads.

Open questions / next research steps

Tidal/Wagonga

  • Can actual normal-tide current data be obtained from:
    • NSW/Eurobodalla hydrodynamic studies
    • Flood Data Portal TUFLOW outputs
    • Marine Rescue / local navigation records
    • council coastal management planners
    • universities / consultants
  • Is there a practical ADCP hire/service path locally?
  • Could a low-cost impeller logger be built and calibrated for initial site reconnaissance?
  • Which edge/structure locations are fastest while avoiding the marked navigation channel?

Household solar/storage

  • Pull actual household interval data if available:
    • solar generation by 5/15/30 min interval
    • import/export
    • hot water load timing
    • cooking peaks
    • winter vs summer profiles
  • Model battery sizes: 13.5, 20, 30, 40, 60 kWh.
  • Model hot water options:
    • heat pump hot water
    • resistive diverter
    • larger tank
    • controlled relay/timer
  • Identify practical inverter requirements for cooking/backup circuits.
  • Decide whether goal is cost saving, blackout resilience, grid independence, or technical sovereignty; sizing changes depending priority.