Lesedi Solar Care Business Plan — Technology, Method & the Water Constraint
Conventional wet cleaning consumes roughly 0.6 to 1.2 litres per square metre per cycle. On a 75 MW plant that is in the order of 400,000 to 800,000 litres…
Technology, Method & the Water Constraint
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- Overview & contents
- Important Notice & Confidentiality
- Executive Summary
- Company Overview & Governance
- Industry & Market Analysis
- The Soiling Problem & Value Proposition
- Market Sizing & Demand Drivers
- Services & Revenue Model
- Contract Economics & Unit Analysis
- Technology, Method & the Water Constraint
- The LumenIQ Platform
- Operations Plan & Depot Network
- Go-to-Market & Contracting Strategy
- Competitive Positioning
- Health, Safety & Quality Systems
- Implementation Roadmap
- Financial Plan & Projections
- Funding Requirement & Use of Funds
- Returns, Scenarios & Sensitivity
- Risk Analysis & Independent Findings
- SWOT & Strategic Analysis
- Management Team & Organisation
- Transformation, ESG & Water Stewardship
- Growth Strategy, Exit & Conclusion
- Annexure A: Detailed Financial Projections
- Annexure B: Assumptions Book
- Annexure C: Scenario & Sensitivity Detail
- Annexure D: Contract Unit Economics
- Annexure E: Risk Register
- Annexure F: Glossary & Methodology
8.1 The water constraint
Conventional wet cleaning consumes roughly 0.6 to 1.2 litres per square metre per cycle. On a 75 MW plant that is in the order of 400,000 to 800,000 litres per full cycle, an untenable draw in districts where municipalities and farmers already compete for supply, and increasingly one that host communities will not accept. Water is therefore not an operational detail; it is the constraint around which the entire service model is designed.
|
Metric |
Conventional wet cleaning |
Lesedi blended programme |
|---|---|---|
|
Water per MW per cycle |
~5,300 litres |
~520 litres |
|
Annual water on a 75 MW plant (6 cycles) |
~2.39 million litres |
~234,000 litres |
|
Reduction |
— |
~90% |
8.2 Method hierarchy
|
Method |
Water use |
Deployment |
Application |
|---|---|---|---|
|
Dry robotic brushing |
Zero |
Track-mounted, semi-autonomous |
Primary method on utility rows in arid sites; overnight operation |
|
Semi-automated dry brush |
Zero |
Tractor or vehicle-mounted rotating brush |
Large arrays with suitable row geometry |
|
Low-volume deionised rinse |
~0.08 l/m² |
Backpack and lance systems |
Periodic residue removal; bird soiling; post-harvest films |
|
Manual detail cleaning |
~0.15 l/m² |
Trained crews with soft-brush kit |
Rooftop C&I, constrained geometry, warranty-sensitive modules |
The blended programme meets module warranty requirements on brush pressure, water quality and technique, a point that matters commercially, because an owner whose cleaning contractor voids a module warranty has destroyed far more value than the cleaning recovered. Deionised water is produced at depot level and transported in bowsers, eliminating dependence on site potable supply.
This is the most defensible element of Lesedi’s positioning. The highest-irradiance districts, where solar assets cluster and where soiling is most severe, are also the most water-stressed. As municipalities tighten restrictions, operators dependent on conventional wet cleaning will progressively lose access to exactly the sites worth the most. A near-waterless method is therefore not a differentiator competitors can match with a brochure; it requires capital equipment, method development and depot-level deionised water production. Regulatory tightening, a threat to most operators, is competitively advantageous to Lesedi, a genuinely unusual risk profile.