Post by Andre Venter
Engineering Manager
Hospital Water Supply Planning – South African Context - Design Demand: For general acute hospitals, a planning allowance of 450–550 L per bed per day is commonly adopted during preliminary design. Final demand calculations should be based on the hospital’s specific operational requirements, including laundry facilities, kitchens, sterilization units, dialysis services, and cooling systems. - Emergency Storage: A 72-hour (3-day) potable water reserve is frequently required by healthcare authorities and project specifications to maintain essential services during supply interruptions. The exact storage requirement should be confirmed against provincial Department of Health requirements and project-specific criteria. - Water Quality: All potable water must comply with SANS 241, which sets minimum requirements for microbiological, chemical, physical, and aesthetic water quality. - Building Services and Plumbing: Water supply installations should be designed in accordance with SANS 10252-1 and other applicable plumbing and building service standards. - Healthcare Compliance: Private healthcare facilities must also comply with the Regulations Relating to Private Hospitals (R158), including provisions relating to plumbing installations, hygiene, and infection prevention. - System Resilience: To improve reliability and business continuity, consideration should be given to multiple water sources where practical, including: - Municipal supply (primary source) - On-site storage tanks - Boreholes (subject to water quality, hydrogeological suitability, and regulatory approvals) - Water tanker connection points - Rainwater harvesting and treated recycled water for approved non-potable applications such as irrigation and toilet flushing Appropriate separation and backflow prevention measures must be provided to protect potable water systems. Example Calculation – 100-Bed Hospital Assumed daily demand: 100 beds × 500 L/bed/day = 50,000 L/day 72-hour emergency reserve: 50,000 L/day × 3 days = 150,000 L Required emergency storage: ≈ 150 kL