Water Well Journal

January 2016

Water Well Journal

Issue link: http://read.dmtmag.com/i/617280

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By using our design example, we have determined the design conditions for our well pump is 500 GPM at 269 feet TDH. This is a common design con- dition for both pumps, vertical turbine and submersible. Individual factors, such as minor changes to friction loss or lift, can be adjusted with the specific pump. Until then, keep them pumping! WWJ Learn How to Engineer Success for Your Business Engineering Your Business: A series of articles serving as a guide to the ground- water business is a compilation of works from long time Water Well Journal columnist Ed Butts, PE, CPI. The hardback book features 37 complete "Engineering Your Business" columns and the figures and tables that originally ran with the articles. Visit NGWA's Online Bookstore at www.NGWA.org for more information. Twitter @WaterWellJournl WWJ January 2016 43 Ed Butts, PE, CPI, is the chief engineer at 4B Engineering & Consulting, Salem, Oregon. He has more than 35 years experience in the water well business, specializing in engineer- ing and business management. He can be reached at epbpe@juno.com. Coming Up In our next two installments of The Water Works we will evaluate and select each type of pump for our duty, look at the best one for our well, and select a typical model for the job. Look for the quarterly column next in the April and July issues of WWJ.

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