Sam Ziemann From - Region of Waterloo

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Figure 4a – Existing ConditionsPump Shutdown – Well K18 (53 l/s): Power Failure (Head Envelope)Figure 4b – Existing ConditionsPump Shutdown – Wells K18 (53 l/s): Power Failure (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 Analysis4a & 4bExisting ConditionsScenario 2: Shutdown Well K18
Figure 5a – Existing ConditionsWell K18 (53 l/s) Pump Start-up: 5 Seconds (Head Envelope)Figure 5b – Existing ConditionsWells K18 (53 l/s) Pump Start-up: 5 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 Analysis5a & 5bExisting ConditionsScenario 3: Start-up Well K18 (5 Seconds)
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Page 14 and 15: Pressure (kPa)K18/K19 Well House to
Page 18 and 19: Figure 6a - Existing System w/Combi
Page 20 and 21: Figure 8a - Existing ConditionsWell
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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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