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<br /> <br />I <br />,. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />r <br />I <br />I <br /> <br />Proposal <br />Comprehensive Water Distribution System Audit <br /> <br />* Allowing air to enter the process flow, resulting in <br />metering error. <br /> <br />* Failure to properly ground the instruments, resulting <br />in induced error in the electronic components. <br /> <br />* Installing a meter that is over-sized for the flow to be <br />measured. <br /> <br />* Installing the meter in a location that makes future <br />maintenance impossible. <br /> <br />Meter Accuracy <br />The accuracy of flow meters is a common problem <br />encountered in the water industry. The science that deals <br />with accuracy in measurements is metrology, and there have <br />been numerous books written on the issues associated with <br />obtaining measurements that are both accurate and precise. <br />In the United States, the National Institute of Science and <br />Technology (NISD, which used to be known as the National <br />Bureau of Standards, is the organization that is charged <br />with supporting metrology at the national scale. Therefore, <br />in a purest sensei all measurements should be traceable to <br />NIST. <br /> <br />Error in flow metering systems is introduced by each element <br />used in the flow measuring process. Consider a venturi tube <br />system that consists of the venturi tube, the differential <br />pressure transmitter, and the indicator/recorder. Each of <br />the three devices has some internal error that contributes to <br />the overall error of the measured flow. It is important to <br />realize that these errors are multiplicative, not additive. <br /> <br />In Situ Meter <br />Calibration <br />Several techniques can be used to perform in situ meter <br />calibration, or to check the accuracy of meters that are <br />currently in service. The techniques that are most applicoble <br />to the City of Paris' project are discussed in the follOWing <br />paragraphs. <br /> <br />Carter ::Burgess <br /> <br />Volumetric Calibration <br />The volumetric calibration method consists of timing the <br />increase or decrease in water volume in a tank or basin of <br />known geometry. The technique requires that the geometry <br />of the volumetric tank be well-known, that the change in <br />water surface elevation can be determined relatively <br />accurately, and that the time between different elevations <br />can be measured with reasonable accuracy. <br /> <br />When performed carrectly, volumetric calibration is among <br />the most accurate methods for calibrating flow meters. The <br />method is ohen referred to as the "bucket and stop watch" <br />procedure, which is descriptive terminology, but does not <br />indicate the relative complexity of the procedure. The <br />procedure involves the measurement of three separate <br />parameters: the volume ofthe tank, the change in water <br />surface elevation, and the time. For the procedure to be <br />accurate, all three measurements must be preformed with <br />reasonable accuracy. <br /> <br />Tracer Dilution Method <br />The tracer dilution method of in situ calibration consists of <br />adding a known amount of the tracer to the process flow <br />and determining the concentration in the process flow <br />downstream of the meter to be calibrated. Figure 4 shows <br />a typical tracer dilution set up/ and the equipment <br />requirements are minimal. A calibrated container for the <br />tracer is required to confirm the rate at which the metering <br />pump is adding the tracer to the process flow. There must be <br />two taps in place, one through which to add the tracer, and <br />the other from which to collect the downstream sample. <br /> <br />The flow in process is calculated from the following simple <br />equation: <br /> <br />q X C1 = (Q + q) x (2 <br /> <br />where q is the flow rate of the tracer, (I is the concentration <br />of the tracer in the tracer solution container, Q is the process <br />flow rate, and C2 is the concentration of the tracer in the <br />downstream sample. <br /> <br />17 <br /> <br />-.I <br />