The Detroit Water and Sewerage Department (DWSD) has undertaken the development of alarge water quality model for the entire city of Detroit. This model is estimated to beapproximately 25,000 pipes to simulate nearly 3,000 miles of water mains.For the purpose of collecting data for the model calibration, an extensive field program wasimplemented by the DWSD. The program used an innovative approach to conduct a series of35 chlorine loss tests that were completed in conjunction with head loss tests. Using thisapproach facilitated the direct calculation of the pipes' chlorine wall decay coefficients, (kw).These tests were performed in isolated 500 to 2,000 foot pipe segments under varying flowconditions. The majority of the pipes are 70 to 135 years old unlined cast iron pipes rangingfrom 6-inch to 16-inch in diameter.In completing the field program, the project team found that the chlorine data was exhibiting awall demand relationship that was different than the current formulation for water qualitymodeling. Excessive loss of chlorine was measured in these pipes and analysis of the datashows that the chlorine loss is directly related to the flow rate, I.e. the higher the flow rate, thehigher the chlorine loss in the pipe. This phenomena is counter to the mass transfer-limitedchlorine wall decay formulation which is widely used in most water distribution system modelssuch as EPANET.The findings from the field tests suggest that an alternative chlorine wall demand formulationmay be needed to calibrate the water quality model for the Detroit distribution system. Thepaper will describe the procedures used in the field and the results of the field program.
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