Sam Ziemann From - Region of Waterloo

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Pressure (kPa)K18/K19 Well House to Strange St. Reservoir - Current Conditions740720700680Pressure Flow OnlyPressure and Gravity Flow660640620600580560540520500480460440420400380360340320300280260240220200180Strange Street Reservoir16014012010080604020K18/K19 Well HouseSustaining Valve`Pressure0-2002004006008001,0001,2001,4001,600Distance (m)1,8002,0002,2002,4002,6002,8003,0003,200Existing - All Wells ON - PressureClient/ProjectStrange Street Water Supply SystemTransient AnalysisFigure No.2TitleExisting Water Supply SystemPressure Steady-state Conditions
Figure 3a – Existing ConditionsPump Shutdown – Wells K10A, K11, K13, K18, & K19 (136 l/s): Power Failure (Head Envelope)Figure 3b – Existing ConditionsPump 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 Analysis3a & 3bExisting ConditionsScenario 1: Shutdown All Wells (power failure)
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Page 16 and 17: Figure 4a - Existing ConditionsPump
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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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