Reviewing Institutions: Peterborough Regional Health Centre (PRHC) and Lakeridge Health.
Data Governance: Test data only. Strictly do not enter patient names, health card numbers, or identifiable personal health information (PHI).
Validation Status: Deterministic operational planning model with internal validation (0.00% drift). Prospective multi-centre external clinical validation has not yet been performed.
Nature of Outputs: Estimates are preliminary, site-dependent, and intended solely for operational feasibility screening. Local confirmation of tariffs, equipment quotes, and clinical protocols is required.
Commercial & Procurement Disclaimer: Use of this tool creates no procurement, purchasing, or future software licensing commitment.
Non-Endorsement: No endorsement by Ontario Health, the Ontario Renal Network (ORN), PRHC, Lakeridge Health, or other cited organizations is expressed or implied.
Developer & Operator: Developed and operated technically by Boreal Health.
Methods, Evidence & Scientific Governance
Methodology, physical mass-balance equations, environmental boundaries, economic standards, and source citations governing the Sustainable Kidney Care Planner (SKCC).
Model Engine Versionv2.0.0 (model_2026_09_v2)
Calculation Base Year2026 Calendar Year
Target GeographyCanada (Ontario Baseline)
Model CharacterizationDeterministic Planning Model
1. Purpose and Intended Use
The Sustainable Kidney Care Planner (SKCC) is a deterministic planning model built to help hospital renal programs, nephrologists, operations managers, and sustainability leads evaluate the environmental, financial, and operational feasibility of sustainable kidney care interventions.
Intended Use: SKCC supports exploratory capital planning, operational screening, and draft business-case preparation for maintenance hemodialysis (HD) and hemodiafiltration (HDF) facilities. It provides standardized physical mass-balance calculations for water conservation, acid concentrate handling, packaging avoidance, waste diversion, and electricity-related emissions.
Regulatory & Clinical Boundaries:
SKCC is not clinical decision support (CDS) software. It is intended for operational and program planning and does not provide patient-specific diagnosis, prescribing, or treatment recommendations.
SKCC does not prescribe or recommend medical therapy for individual patients.
Clinical initiatives (such as dialysate flow rate reduction) represent aggregate unit-level operational modeling and must be implemented exclusively under physician prescription, validated adequacy protocols (Kt/V monitoring), and local clinical governance.
Public default outputs are preliminary site-dependent estimates. Financial figures must be verified against actual facility utility tariffs, commercial contracts, and vendor tenders before capital submission.
2. Model Population and Care-Setting Scope
The model baseline targets in-centre hemodialysis units and hospital satellite units in Canada:
Standard Patient Treatment Schedule: 3 treatments per week, 52 weeks per year (156 treatments per active patient annually).
Default Session Duration: 4.0 hours (240 minutes) per session.
Station Utilization: Scalable station configurations (e.g., 6, 12, 20, 24, 30 stations) operating 6 days per week across 2 patient shifts per day.
Geographic Calibration: Provincial grid emission intensities, electricity prices, combined water/wastewater tariffs, and healthcare purchasing structures across all 13 Canadian provinces and territories.
3. Calculation Year and Geography
The current model reporting basis is Calendar Year 2026 in Canadian Dollars (CAD):
Ontario Grid Factor: Environment and Climate Change Canada (ECCC) 2026 consumption intensity factor of 59 g CO2e / kWh (Table 5.1 Electricity Consumption Intensity, Federal GHG Offset Credit System Regulations). Historical 2023–2024 (30 g) and 2025 (38 g) factors are documented in the registry but are not silently applied to 2026 estimates.
Provincial Specificity: When another province (e.g., British Columbia, Alberta) is selected, provincial ECCC consumption factors and published local utility tariffs (e.g., Hydro-Québec, BC Hydro, Toronto Water, EPCOR) are dynamically populated.
4. Financial Perspective & Economic Standards
Financial analyses are conducted strictly from the perspective of the Hospital Operating and Capital Budget / Regional Renal Program:
CADTH / CDA-AMC Reference Discount Rate: In accordance with Canadian Agency for Drugs and Technologies in Health (CADTH / CDA-AMC) Guidelines for the Economic Evaluation of Health Technologies: Canada (4th Edition, 2017), multi-year reference evaluations use a discount rate of 1.5% annually for costs and benefits occurring beyond one year. Sensitivity analyses at 0% and 3% are supported.
Hospital Capital Hurdle Rates: When a hospital or regional health authority evaluates a business case using an internal hurdle rate (e.g., 4% or 5%), this parameter is explicitly documented as a local business-case assumption and is not mislabeled as a CADTH requirement.
Evaluation Horizon: Configurable based on physical asset useful life (typically 10 years for piping and RO water treatment assets, 5 years for machine upgrades, or 1 to 3 years for operational workflow adjustments). CADTH does not mandate a universal 10-year horizon.
Societal Carbon Valuation: Societal carbon benefit values are reported separately in physical units (tonnes CO2e) and are never blended into hospital cash savings.
5. Environmental System Boundary
Physical resource accounting enforces clean separation of mass and energy streams:
Physical Stream
Unit
Accounting Boundary & Mechanism
Potable / Feed Water Avoided
m³
Municipal utility water delivered into the building prior to reverse osmosis purification.
Ultrapure Dialysate Saved
m³
Product water generated by RO and mixed into dialysis fluid; direct water savings.
RO Reject Water Reused
m³
Reject water diverted into graywater, sanitary flushing, or central cooling loops.
Acid Concentrate Avoided
L
Liquid A-concentrate chemical solution avoided (dregs/residual disposal or lower flow).
Material / Plastic Avoided
kg
Polyethylene (HDPE) container plastic or PVC packaging eliminated at source.
Biomedical Waste Diverted
kg
Clean, non-blood-contaminated packaging diverted from regulated biomedical waste disposal to general non-hazardous waste.
Regular Waste Generated
kg
Mass transferred to general waste stream (confirm local treatment pathway). Mass is conserved: diverted biomedical waste equals regular waste generated.
Greenhouse Gases (GHG)
kg CO2e
Net lifecycle emissions within stated boundary: grid Scope 2 emissions and avoided Scope 3 consumable manufacturing/incineration.
6. Core Physical Equations & Worked Mass Balances
6.1 Central Acid Delivery Systems (CDS)
Eliminates single-use 4.5 L acid jugs in favor of bulk storage loops. Avoids residual chemical dregs (33% wastage in individual jugs) and jug tare weight (0.18 kg jug + 0.04 kg cap):
When multiple technical initiatives are combined in a scenario, physical interactions are handled strictly to prevent double-counting:
DFR × RO Interaction: DFR optimization reduces the total permeate volume demanded from the water room. Consequently, municipal feed water savings from RO reject recovery are calculated on the net remaining permeate volume, preventing both initiatives from claiming the same water reduction twice.
Online Priming × Biohazard Waste Interaction: Online priming completely eliminates saline infusion bags at the source (0.08 kg). When biohazard waste segregation is active simultaneously, the baseline divertible plastic pool is reduced by 0.08 kg so saline bags are not claimed as diverted waste.
Multi-Criteria Self-Assessment Reconciliation: Multiple assessment criteria (e.g., jug elimination and jug disposal) that map to Central Acid Delivery draw from one unified pool of financial savings. When CDS is selected in planning, its savings are subtracted from remaining opportunity exactly once.
8. Evidence Classification & Grading System
Every parameter, formula, and assumption in the SKCC registry is assigned one of seven explicit evidence categories:
Status Badge
Category Definition
Verification Standard
Local Confirmed
Site-specific confirmed input
Directly entered or verified by hospital facilities, biomedical engineering, or renal program management.
Official Factor / Tariff
Official government or regulatory data
ECCC National Inventory Report, official electricity tariffs, published municipal water/sewer rates.
Peer-Reviewed Evidence
Published clinical or scientific journal article
Prospective clinical trials or observational studies with peer-reviewed DOI.
Published Implementation Case
Published hospital implementation report
Real-world hospital case studies documenting operational and financial outcomes.
Internal QI Evidence
Quality improvement or audit report
Internal hospital or renal network audit. Requires local confirmation before formal capital submission.
Illustrative Assumption
Literature benchmark or engineering estimate
Industry standard or operational planning estimate used as a default placeholder.
Local Input Required
Qualitative or site-contract initiative
Qualitative pathway with default $0.00 financial savings until local contract pricing is entered.
9. Local vs. Illustrative Inputs
The SKCC calculation differentiates between parameters that must be confirmed locally and standard benchmark defaults:
Must Be Confirmed Locally: Number of dialysis stations, active patient census, local utility tariffs (water, sewer, electricity), local biohazard disposal contracts, contractor installation quotes for CDS loops or RO retrofits, and local patient clinical eligibility protocols.
Governed Default Benchmarks: RO recovery baseline (70%), acid jug residual volume (1.75 L dregs in 4.5 L jugs), packaging dry weight breakdown (0.27 kg clean wrap/cartons), and ECCC 2026 Ontario consumption grid intensity (59 g CO2e / kWh).
10. Uncertainty and Scenario Analysis
To prevent unwarranted reliance on single-point estimates, the calculation engine runs sensitivity analyses across three tiers:
Expected / Base Tier: Governed baseline parameters reflecting peer-reviewed and official reference values.
Optimistic Tier: Higher utility tariffs, optimal diversion rates (75%), and streamlined capital implementation.
11. Clinical Balancing and Safety Considerations
Environmental sustainability changes must never compromise patient safety, treatment adequacy, or infection control:
Dialysate Flow Rate Reduction: Dialysate flow reduction to 400 mL/min must be individually prescribed. Routine Kt/V adequacy monitoring and monthly single-pool urea clearance surveillance are mandatory. Patients with large body surface area or marginal vascular access must be evaluated clinically.
Regulated Biohazard Segregation: Waste segregation must follow applicable provincial requirements and local IPAC/waste-management policy. The ORN sustainable kidney-care self-assessment identifies diversion of eligible non-saturated dialysis tubing from biomedical waste as an opportunity, while sharps, clotted circuits, cytotoxic materials, and items meeting local biomedical-waste criteria remain in the regulated stream. Confirm the local classification pathway before using financial or environmental estimates. Dual-receptacle separation must clearly distinguish clean outer packaging from regulated clinical waste.
Water Quality & Disinfection: Any modification to machine or loop heat/chemical disinfection must be approved by Biomedical Engineering and Infection Control. Regular microbiological testing (endotoxin < 0.25 EU/mL and total viable count < 100 CFU/mL per ISO 23500) is non-negotiable.
SKCC model calculations are version-controlled and governed under strict change control:
Canonical Engine: Shipped engine module in public/calc-engine.js is the single source of calculation truth.
Governance Registry: Assumptions registry version 2.0.0; model version model_2026_09_v2.
Zero-Drift Policy: All modifications are evaluated in a sandboxed VM against governed Ontario and British Columbia benchmark test cases. The release gate requires 0.00% drift.
13. Validation Performed
The following verification and validation steps have been executed:
Automated Test Suite: 118 unit and integration tests covering RBAC security, boundary conditions, CSV escaping, and mathematical edge cases.
Deterministic Reference Comparison: Continuous validation against Ontario 20-station baseline and BC 6-station baseline with zero tolerance for unintended variance.
Cloud Infrastructure Verification: 17 live cloud verification gates executed against Azure Table Storage and Azure Static Web Apps.
14. Validation Not Yet Performed
Users and review committees should note the following validations remain pending:
Prospective External Clinical Validation: Multi-centre prospective clinical trials tracking patient outcomes across Canadian renal programs adopting these pathways have not yet been completed.
Sub-Metered Facility Audits: Direct sub-metered water and electrical monitoring across multiple hospital building configurations is pending local pilot completion.
15. Known Limitations
Plumbing & Space Constraints: Central acid loop retrofits require ceiling or subfloor piping distribution; structural or architectural renovation costs vary significantly by site.
Time-of-Use Electric Tariffs: Realizing off-peak disinfection electrical savings requires smart interval utility metering and participation in commercial TOU pricing programs.
Scope 3 Upstream Disclosures: Supply chain embodied carbon relies on international life-cycle assessment (LCA) literature; Canadian domestic polymer manufacturing factors may exhibit localized variation.
16. Complete Verified References
All cited publications, official inventories, and technical standards have been audited and verified:
Citation
DOI / Permanent Identifier
Parameter / Formula Supported
Classified Role
Murcutt G, Goodlad C, Davenport A. The impact of reducing dialysate flows during haemodiafiltration and haemodialysis sessions. J Nephrol. 2026;39(4):785-791.
Dialysate flow reduction (400 mL/min) water/concentrate savings and preservation of small/middle molecule solute clearance. Note: 85% patient eligibility is an operational planning assumption requiring local protocol review.
Peer-Reviewed Trial
Murcutt G, Hillson R, Goodlad C, Davenport A. Reducing the carbon footprint for a 30-bed haemodialysis unit by changing the delivery of acid concentrate supplied by individual 5 L containers to a central delivery system. J Nephrol. 2024;37(7):1949-1955.
Central acid concentrate delivery: 33% residual dregs wastage benchmark in individual containers; freight, plastic, and manual handling reduction.
Published Implementation Case
CADTH / CDA-AMC. Guidelines for the Economic Evaluation of Health Technologies: Canada. 4th Edition. Ottawa: Canadian Agency for Drugs and Technologies in Health; 2017.
Municipal water consumption baselines and water conservation principles in maintenance hemodialysis.
Background Guidance
Connor A, Lillywhite R, Cooke MW. The carbon footprints of home and in-center maintenance hemodialysis in the United Kingdom. QJM. 2010;103(12):969-975.
Reverse osmosis reject water recycling pathways, dual-stage recovery, and plumbing considerations.
Published Implementation Case
International Organization for Standardization (ISO). ISO 23500-2:2019: Preparation and quality management of fluids for haemodialysis and related therapies — Part 2: Water treatment equipment.