The Village of Royalflush has asked your firm to begin preliminary planning for a new wastewater treatment plant. Based on current records, the following data have been provided to you. The population density has been and is expected to continue to be 16 people/ha. For the purpose of infiltration estimates, the sewer system after 1980 is considered to be new. Estimate the average daily and peak flow rates at the beginning of the design life in 2011 and at build out in 2030. The build-out population is estimated to be about 1,700. Use a spreadsheet program you have written to graph the data, fit trend lines, and derive curve fitting equations for population and for wastewater flow.
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