Welcome to our AGM
AGM – 12th June 2026
OBJECTIVES
To build, commission and operate a community hydro scheme at Harlaw Reservoir.
To provide financial support to the community through Balerno Village Trust.
Agenda
Approval of Minutes from 2025
Agenda
Chairman’s Remarks
The Year in Summary
2025/26 2024/25
INCOME (£) from generation 88K 189K
POWER sold (MWh) 201 287
BVT Donation 45K 120K
MEMBER RETURN 4% 5%
Further Support for BVT
A big THANK YOU to the team for their time, skill and wisdom.
Agenda
Harlaw Hydro Ltd�Finance Report to AGM on12/6/26
From TREASURER Gordon Grassick
Year to 31 March 2026
File : FinanceHH-AGM26
The Turbine House, and Cascade (the Threipmuir overflow bypass) Jan26
Harlaw Hydro Ltd – Finance Report – Year to 31/3/26�A reminder - The Turbine : Electricity Generation = INCOME
Finance OVERVIEW at 31/3/26 – Year 11of Operations
Another significant payment was the Investment in BVT of £70,000 to assist with the development of the former Police Station.
Financial Statements to 31/3/26 – Key points
The BUDGET process for 26/27
General Comment
Share Capital – 2015 to 2016 (Reductions since 2018 of 28.3%)
Harlaw Hydro Ltd – The Balance Sheet at 31/3/26
Harlaw Reservoir - A reminder of the beautiful local resource – Dec21
Agenda
Agenda
Maintenance – Alister and Colin
Maintenance
Having been the person responsible for the daily maintenance since the start I’m now handing over to Colin for this aspect of the mechanical Maintenance. Andrew will go into more detail on the control side. What we do to check everything is running as it should be is the following.
1. Daily check Environment and sensors
2. Monthly greasing and visual inspection
3. Bi-Annual Service by Proterra, independent Renewables Engineering Company
4. Modifications, Improvements, repairs as required to ensure smooth and cost- effective running
Daily Checks
Power Meter https://www.harlawhydro.org.uk/power-meter
Control System
Monthly Greasing and Visual Inspection
BI-Annual Service by Proterra
There are two active water level sensors, one in the dam and one inside the Penstock tower.
The dam sensor does all the control and is essential to the smooth running of the operation. The tower sensor monitors the drawdown inside the tower when operating.
A wifi camera with solar panel power has been fitted to the gantry to remotely view the water level in the dam via the gauge. NEW SENSORS HAVE BEEN FITTED AND ARE NOW OPERATIONAL WITH THE NEW CONTROL SYSTEM
The original dam sensor is positioned inside a steel pipe hanging down from the top of the tower and is still there as we cannot easily remove it but is not used.
A new trial sensor was added directly into the water attached to a rope with a weight on the end copying the taut wire system used for ship positioning.
Having worked well for a year this was replaced by a new sensor on a stainless wire. The inside tower sensor was also replaced and BOTH ARE NOW CONNECTED AND OPERATIONAL ON THE NEW CONTROL SYSTEM
The gauge camera is at the head of the red arrow.
Planned Maintenance
Four major and one minor maintenance and upgrade issues were addressed in this year.
Accumulator Replacement
Counterweight Hydraulic Overhaul
Second Cabinet fixing for new control PLC
Change of Pressure Transducer
Recalibration of Plunger Valve
Maintenance
Finally
We are now blending well into
the environment but it is time for
some tidying up around the premises. Especially as CEC have also altered the landscape
Perhaps we can get a group of volunteers together to do a morning of grass and
branch clearing once the nesting and wild flower phases have past.
Agenda
Engineering – Andrew, Sean and Robert
Engineering
Engineering
Control System
Guide Vane Limitation
Guide Vanes??
Guide Vanes??
Our Hydraulic Limitation
GV Max Proposed Settings at different Levels
Nominal River Level (mm) | Range of Levels (mm) | Peak Power (Kw) +/- 2kW | GV Opening % at Peak Power +/- 1% | Turbine Inlet P. at Peak Power Bar g. +/- 0.05 bar |
-900 | N/A | 63 | 79 | 1.15 |
-600 | N/A | 67 | 83 | 1.2 |
0.0 | N/A | 71.5 | 87 | 1.23 |
+200 | 190 - 210 | 73 | 88 | 1.23 |
+500 | 480 - 520 | 75.5 | 88 | 1.25 |
+800 | 750-850 | 77 | 90 | 1.27 |
+1000 | 950 to 1000 | 84 | 98 | 1.26 |
Flood Prediction Module – Why?
If we had 24 hrs earlier warning..
Grafana Public and Internal dashboards
Handover to Sean and Robert
Flood prediction model
“All models are wrong, but some are useful”
Mass balance model
Change in storage = (all inflows) − (all outflows)
All models are wrong, but some are useful”
Mass balance model
Change in storage = (all inflows) − (all outflows)
Catchment inflows
Rain features
Challenges
Stage / Storage curve
Bathymetrical survey of the fresh water lochs of Scotland (1903)
Stage/Storage curve
Contours at 1m intervals
Stage / Storage curve
Now we can estimate storage volume from measured level ☺
Model vs reality
Max level in following 24 hours
Next steps
Harlaw Hydro
Grafana Dashboard
Robert Simpson
Who am I?
Robert Simpson
Grafana dashboard project
Overall aims:
How was it done?
Engineering Dashboard
Public Dashboard
Future work
That’s All from the Engineering Team Folks!
Agenda
The Board
Election to the Board
Retiring by rotation and standing for re-election are:-
Retiring
Agenda
Election of Director
To elect Ian Hynd to the Board of Harlaw Hydro Limited
Emma Galloway
Chair
Our charitable purposes
Our History
Balerno Farmers Market
Community Led Activity
Community Led Activity
Pentland Community Chest
Pentland Community Chest 2025
Pentland Community Chest 2025
Balerno Community Centre
Timeline
Timeline
Key Improvements Required
Building Use:
Thank you Harlaw Hydro��It takes a Village to create a community��Please join us for Drinks in the Welcome Station after the AGM�