Loading...
HomeMy WebLinkAboutNC0021849_Application (ATC)_20240201 (10)DocuSign Envelope ID: 9BCC84A1-38A6-466F-A3F6-832034E1194A W"thersRavenet Our People. Your Success. Hertford WWTP Design Calculations Town of Hertford Collection System Rehab (WWTP) 114 W. Grubb Street, Hertford, NC 27944 Prepared For: Town of Hertford 114 W. Grubb Street, PO Box 32 Hertford, NC 27944 ATTN: Janice McKenzie Cole, Town Manager & Leonard McBryde, Director of Utilities Prepared By: WithersRavenel 115 MacKenan Drive Cary, NC 27511 Phone: (919) 469-3340 License #: F-1479 December 12, 2023 WithersRavenel Project Number: 09220405.01 DWI Project Number: VUR-W-ARP-0068 & CS370526-05 'p�Na�sRo g /y ; 0 � hwUws 5%33AL56FD0F464... ° 12/923 o off. 9,f, G IN V° Carolyn Hawkins, PE Engineer of Record Project: Collection System Rehab (WWTP) Project #: 09220405.01 Design: WWTP Design Calculations Date: 12/12/2023 Page 1 of 2 Current Population 2,194 Computed Peaking Factor 3.15 Average Flow 700,000 gpd Average Flow 486.11 gpm Peak hourly Flow 1,529 gpm Peak Daily Flow 2,201,623 igpd Manual Bar Screen Invert El = 14 ft Screen Width = 1.67 ft Bar Spacing = 1 in Bar Thkness = 0.375 in k = 1.5 Blind = 0.5 HGL-Parshall 14.72 1 14.98 15.56 Flume(ft) Q (mgd) = 0.70 1.10 2.20 Depth ds (ft) = 0.72 0.98 1.56 V us (fps) = 0.90 1.04 1.31 V bars (fps) = 2.46 2.86 3.60 H L (ft) = 1 0.121 0.171 0.26 HGL Upstream 14.85 15.15 15.82 of Screens At a peak flow of 2.2 MGD, freeboard is 1.2ft for the manual bar screen. Project: Collection System Rehab (WWTP) Project #: 09220405.01 Design: WWTP Design Calculations Date: 12/12/2023 Page 2 of 2 Current Population 2,194 Computed Peaking Factor 3.15 Average Flow 700,000 gpd Average Flow 486.11 gpm Peak hourly Flow 1,529 gpm Peak Daily Flow 2,201,623 Igpd At a peak flow of 2.2 MGD and an HGL of 15.56', the proposed step screens will have up to 5.5" of headloss to maintain 1 ft of freeboard. The headloss provided by one of the manufacturers was 0.62". Please see attached specification for the proposed screens. The proposed grit system can handle up to 2.5 MGD, which is larger than the peak flow of 2.2 MGD. The capacity of the system was provided by the manufacturer. Please see attached specification for the proposed grit system.