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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 Version v2.0.0 (model_2026_09_v2)
Calculation Base Year 2026 Calendar Year
Target Geography Canada (Ontario Baseline)
Model Characterization Deterministic 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:

2. Model Population and Care-Setting Scope

The model baseline targets in-centre hemodialysis units and hospital satellite units in Canada:

3. Calculation Year and Geography

The current model reporting basis is Calendar Year 2026 in Canadian Dollars (CAD):

4. Financial Perspective & Economic Standards

Financial analyses are conducted strictly from the perspective of the Hospital Operating and Capital Budget / Regional Renal Program:

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 Municipal utility water delivered into the building prior to reverse osmosis purification.
Ultrapure Dialysate Saved Product water generated by RO and mixed into dialysis fluid; direct water savings.
RO Reject Water Reused 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):

EffectiveTreatments = AnnualTreatments × CDSTreatmentFactor (default 0.90) AcidRequired_L = EffectiveTreatments × AcidUsedPerTreatment (2.75 L) AcidDiscardedAvoided_L = EffectiveTreatments × AcidDiscardedPerJug (1.75 L) JugsAvoided = (AcidRequired_L + AcidDiscardedAvoided_L) / 4.5 L PlasticAvoided_kg = JugsAvoided × 0.18 kg GrossSavings = ((AcidRequired_L + AcidDiscardedAvoided_L) × JugPricePerL) - (AcidRequired_L × BulkPricePerL) NetAnnualSavings = GrossSavings - AnnualOpEx

6.2 Online Priming & Rinseback

Substitutes disposable 1L–2L saline bags with machine-generated ultrapure dialysate:

SalineBagsAvoided_kg = AnnualTreatments × SalineBagWeight (0.08 kg) GrossSavings = AnnualTreatments × SalineBagUnitCost ($3.50) NewOpEx = AnnualTreatments × ExtraDialyzerFilterCost ($0.85) NetAnnualSavings = GrossSavings - NewOpEx

6.3 Biohazard Waste Stream Segregation

Separates non-contaminated outer plastic wrap and cartons from blood-contact disposables. Conserves mass between streams:

BiomedicalWasteDiverted_kg = AnnualTreatments × CleanPackagingMass (0.27 kg) × DiversionRate (0.65) RegularWasteGenerated_kg = BiomedicalWasteDiverted_kg // Mass conserved: not eliminated from existence NetAnnualSavings = BiomedicalWasteDiverted_kg × (BiohazardDisposalRatePerKg - RegularWasteDisposalRatePerKg)

6.4 Dialysate Flow Rate (DFR) Optimization: Worked Mass Balance

Individualizes dialysate flow from baseline 500 mL/min to 400 mL/min over a 4-hour (240 min) treatment session for eligible patients:

ΔQd = 500 mL/min - 400 mL/min = 100 mL/min = 0.100 L/min ΔV_dialysate_per_treatment = 0.100 L/min × 240 min = 24.0 L dialysate / treatment In standard 1 + 1.225 + 32.775 = 35.0 proportioning: Acid Concentrate Saved = 24.0 L / 35.0 = 0.686 L acid / treatment Liquid Bicarbonate Saved = 24.0 L × (1.225 / 35.0) = 0.840 L bicarb / treatment Ultrapure Permeate Saved = 24.0 L × (32.775 / 35.0) = 22.47 L permeate / treatment At modern RO recovery efficiency R_RO = 70% (0.70): Potable Feed Water Avoided = 22.47 L / 0.70 = 32.11 L feed water / treatment RO Reject Water Not Discharged = 32.11 L - 22.47 L = 9.64 L reject water / treatment

6.5 Reverse Osmosis (RO) Water Optimization

Upgrades baseline single-pass RO recovery or recaptures RO reject water:

FeedWaterSaved_m3 = (AnnualTreatments × (BaselineReject_L - OptimizedReject_L)) / 1000 NetAnnualSavings = FeedWaterSaved_m3 × (MunicipalWaterTariff + WastewaterTariff)

7. Initiative Interaction & Double-Count Prevention

When multiple technical initiatives are combined in a scenario, physical interactions are handled strictly to prevent double-counting:

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:

10. Uncertainty and Scenario Analysis

To prevent unwarranted reliance on single-point estimates, the calculation engine runs sensitivity analyses across three tiers:

11. Clinical Balancing and Safety Considerations

Environmental sustainability changes must never compromise patient safety, treatment adequacy, or infection control:

12. Model Versioning and Change Control

SKCC model calculations are version-controlled and governed under strict change control:

13. Validation Performed

The following verification and validation steps have been executed:

14. Validation Not Yet Performed

Users and review committees should note the following validations remain pending:

15. Known Limitations

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. 10.1093/joneph/aajaf076 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. 10.1007/s40620-024-02073-9 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. cadth.ca/economic-evaluation 1.5% annual discount rate for reference case economic evaluation; 0% and 3% sensitivity analysis guidelines. Official Guidance
Environment and Climate Change Canada (ECCC). Emission Factors and Reference Values (Table 5.1: Electricity Consumption Intensity). Federal GHG Offset Credit System Regulations, 2024–2026. publications.gc.ca Provincial consumption grid emission factors: Ontario 2026 factor validated at exactly 59 g CO2e / kWh. Official Tariff
Agar JW. Review: Personal viewpoint—hemodialysis: water, water, everywhere, nor any drop to drink. Hemodial Int. 2010;14(2):128-135. 10.1111/j.1542-4758.2010.00473.x 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. 10.1093/qjmed/hcq177 Direct sub-metered electrical consumption baseline (9.0 kWh per dialysis treatment session). Numeric Source
Tarrass F, Benjelloun M, Benjelloun O. Water and waste management in hemodialysis: technical and economic aspects. Blood Purif. 2008;26(5):445-449. 10.1159/000147983 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. ISO 23500-2:2019 Reverse osmosis water purification technical standards, recovery efficiency (~70%), and microbiological testing criteria. Technical Standard
Hospital & Regional Renal Program Quality Improvement Audits. Internal hemodialysis unit waste and rinse audits (2021–2024). Internal Quality Documentation Disinfection cycle rinse volume reduction (160,000 L/site/yr), RO station retrofit capital benchmarks ($4,500/station), aseptic dressing plastic mass. Requires local confirmation. Internal QI Evidence