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® Con „o CUb �, I Professional Category:. <br /> c g : •=r `CIVIL/EN;VIRO',N_MENTAL <br /> 1 beta `,`� ENGINEERING No.12-04-02 <br /> ® Sanitary In-Line Booster Pumping Station, <br /> ® Palm Beach,FL Jr• T <br /> 4r. <br /> ® Kimley-Horn recently completed engineering and �� �, `_' 1 _ r �' <br /> design services for the Town of Palm Beach to jii:. ;a"-t� -: <br /> • develop a sanitary in-line booster pumping station " ' i <br /> • at an existing re-pump facility owned by the City of . ;„ '+; '. I,'T� I:14"i\f C` + f,, <br /> West Palm Beach. Kimley-Horn and the Town had ,.:— l ijll w� s'p 'y: `'® worked together years earlier to develop the concept O ::_JAR' 7 y�•�+• of constructing this type of station to eliminate the gl;a, 17'` ' + ssx1/4' `I <br /> existing re pump facility that has been plagued by _a--.11 -® rs 11r:- ;'e 11,Ect_maintenance roblems, odor control issues, and •,® deterioration due to age. The new station will allow ' s 3.11 <br /> • the Town to abandon the existing station and allow �� .G', �, <br /> ® the City of West Palm Beach to convert the re-pump <br /> station into a storage facility. The proposed in-line f -":, ::,_ <br /> ® booster station will handle approximately 5 MGD and <br /> • boost pressures to pump the Town's wastewater west <br /> ® to the Regional Wastewater Treatment Facility. <br /> ® Reclaimed Water Distribution System Hydraulic Analysis, <br /> ® Martin County,FL <br /> ® We performed a hydraulic analysis of the Martin County <br /> B , . 3~ <br /> ' - Reclaimed Water Transmission and Distribution system. The <br /> analysis was performed by generating a computer model using <br /> ® Cybernet, a program for the design and analysis of pressure flow <br /> ® (pF }i. pipe distribution and collection systems. <br /> ® e , • ci I- - • Creating the computer model included collecting information <br /> ® - on the existing system such as pipe layout and sizes, location <br /> ® ` _ and normal position of system valves, system outfalls to reuse <br /> water receiving lakes, and effluent pump curves. We evaluated <br /> ® ` J_ the capacities of over 14 miles of transmission and distribution <br /> • ,----..-.1_ v\f. mains, effluent pumps of two interconnected treatment plants, <br /> ` three existing reuse water users, and the potential for three <br /> 4 future users. We evaluated two scenarios. The first simulated <br /> IA \-We '4 two WWTPs interconnected by a common 10 transmission main. <br /> ® ., r :, Y r° -aF� This was done to determine the pumping potential of the plant <br /> j : _ µ farthest out in the system. The second scenario simulated one <br /> ® ,-_ - - 7Yr i4rw, 4,4.1 plant pumping 10 effluent to the other plant and the flows being <br /> 0 combined and then repumped. <br /> ® The purpose of the model was to determine the hydraulic capacity of the six-mile transmission main, pumping <br /> • capacity of each plant based on the existing pump curves, the possibility of interconnecting the two plants, <br /> ® and various operating conditions at the 10 users. <br /> • <br /> ® <br /> RFC)No 12-04-02 Pr NM n Kimley-Horn <br /> OY260015.12o Sunny Isles CMI ilii..Eng — and Associates.Inc. <br /> 0 2-23 <br />