Sam Ziemann From - Region of Waterloo

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Figure 8a – Existing ConditionsWell K18 (53 l/s) Pump Start-up: 30 Seconds (Head Envelope)Figure 8b – Existing ConditionsWells K18 (53 l/s) Pump Start-up: 30 Seconds (Pressure Envelope)Head Legend:Pipeline ElevationInit. Conditions HeadMax. Transient HeadMin. Transient HeadVapour HeadPressure Legend:Transmission MainInit. Conditions Press.Max. Transient Press.Min. Transient Press.Vapour Press.Client / ProjectFigure No.TitleStrange Street Water Supply System.Transient Analysis8a & 8bExisting ConditionsScenario 6: Start-up Well K18 (30 Seconds)
Figure 9a – Existing System w/Combination Air Valves and Pressure Sustaining ValveWell K18 (53 l/s) Pump Shutdown: 60 Seconds (Head Envelope)Figure 9b – Existing System w/Combination Air Valves and Pressure Sustaining ValveWell K18 (53 l/s) Pump Shutdown: 60 Seconds (Pressure Envelope)Head Legend:Pipeline ElevationInit. Conditions HeadMax. Transient HeadMin. Transient HeadVapour HeadPressure Legend:Transmission MainInit. Conditions Press.Max. Transient Press.Min. Transient Press.Vapour Press.Client / ProjectFigure No.TitleStrange Street Water Supply System.Transient Analysis9a & 9bExisting System w/Air Valves and PSVScenario 7: Shutdown Well K18 (60 seconds)
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HYDROGEOLOGICAL ASSESSMENTSTRANGE S
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25Pumping Rate20Pumping Rate (L/s)1
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TABLE 2SUMMARY OF GROUNDWATER ANALY
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CALCULATION OF SPECIFIC CAPACITY FR
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March 2, 2011Reference: 006-189Stan
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TABLE 1REGIONAL MUNICIPALITY OF WAT
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July 23, 2010Lisa Lachuta, P.Eng.Pa
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TECHNICAL MEMORANDUM A1 -STRANGE ST
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TECHNICAL MEMORANDUM A1 -STRANGE ST
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TABLE 1SUMMARY OF GROUNDWATER ANALY
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Sam Ziemann From - Region of Waterloo

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