Sam Ziemann From - Region of Waterloo

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Figure 6a – Existing System w/Combination Air ValvesPump Shutdown – Wells K10A, K11, K13, K18, & K19 (136 l/s): Power Failure (Head Envelope)Figure 6b – Existing System w/Combination Air ValvesPump Shutdown – Wells K10A, K11, K13, K18, & K19 (136 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 Analysis6a & 6bExisting System w/Air ValvesScenario 4: Shutdown All Wells (power failure)
Figure 7a – Existing ConditionsWell K18 (53 l/s) Pump Shutdown: 60 Seconds (Head Envelope)Figure 7b – Existing ConditionsWell 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 Analysis7a & 7bExisting ConditionsScenario 5: 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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