Presented by Daniel Gilbert Raw Water Mains Modelling
Prioress Mill WPS Network Overview
Operational Incident Burst on 48inch ‐ Isolate 48 inch ‐ Prioress Mill 8 bar Max Is there enough pressure to reach SOR WPS – Sluvad Water Treatment Works ?
Model Construction Modelling Constraints Time Data
Critical Point (89m AOD) SOR WPS (48m AOD) Prioress Mill WPS (22m AOD)
Conclusion Head losses Velocity Pressures 1.4 m/s 73.4m Required 0.8m/km 6.4m total
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