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Silt Pumping Plant Rehabilitation Preliminary Design
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Silt Pumping Plant Rehabilitation Preliminary Design
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Last modified
1/5/2017 1:35:55 PM
Creation date
10/13/2016 10:15:52 AM
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Template:
Water Supply Protection
Description
Related to CRSP MOA
State
CO
Basin
Statewide
Water Division
5
Date
1/1/2014
Author
US Department of the Interior
Title
Silt Pumping Plant Rehabilitation Preliminary Design
Water Supply Pro - Doc Type
Budget
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Preliminary Design Memorandum <br /> Silt Pumping Plant Rehabilitation <br /> shown on Figure 3.As the operating point on the pump curve shifts,the efficiency <br /> of the pump also changes. This change is pronounced for a system with a high <br /> percentage of static lift and a small percentage of dynamic loss(friction plus <br /> fitting losses). Pump efficiencies for the large pumps would range from 84.7%at <br /> 100%speed to about 64.9%at 86%speed. Therefore,running the large pumps at <br /> the lower speeds will result in less efficient pumping which could offset some of <br /> the savings of using VFDs or could even use more energy than fixed-speed <br /> pumping. Therefore an energy analysis is needed to determine if VFDs will really <br /> save the District energy. <br /> Energy Analysis Using 2013 Flow Data <br /> Fixed-speed pumping: Using the flow data collected during the 2013 irrigation <br /> season,the energy required to pump the flow using new fixed-speed pumps was <br /> calculated. A summary of the calculation is included in Table 1. The actual flow <br /> demand was assumed to be 15% less than the recorded average since the District <br /> has reported that a 15% surplus is pumped due to a mismatching of the pump <br /> output to the demand. Then the best combination of pumps was chosen to meet or <br /> exceed the actual flow demand. <br /> Variable speed pumping: Using the actual flow demand (15 percent reduction of <br /> the year 2013 recorded flow averages),the energy required to pump the flow <br /> using new pumps with variable speed drives on the two large pumps and the <br /> medium fixed-speed pump when required. A summary of the calculation is <br /> provided by Table 2. From the table, one can see that pump and motor efficiencies <br /> were very comparable to fixed-speed pumping but 3%of the energy was <br /> converted to heat by the VFDs.A 5%energy charge was assumed to provide <br /> cooling to the VFDs. The 3%heat loss and the 5%cooling load are recommended <br /> by the paper"Electric Motor Efficiency under Variable Frequencies and Loads" <br /> by Professor Charles M. Burt of the California Polytechnic State University. The <br /> assumed 5%cooling load could be a little high considering the elevation and <br /> mountain location of the pumping plant. A site-specific HVAC study would be <br /> required to further refine the assumed cooling load. Tables 1 and 2 show VFDs <br /> could have reduced the District's year 2013 pumping plant energy requirement by <br /> 5.4%. <br /> Advantages/Disadvantages <br /> Variable Frequency Drives <br /> Advantages <br /> • Can match pumped flow to demand. <br /> • Saves water and about 5.4%of the pumping plant energy <br /> • Soft starter functionality is incorporated in the VFD equipment <br /> 21 <br /> FOR OFFICIAL USE ONLY <br />
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