Loading...
HomeMy WebLinkAboutTOTAL DYNAMIC HEAD CALCULATION80ANNED 13Y PROJE NAME: HILLABRAN DT POOL 8t Wde county PROJE ADDRESS: 306 DEERWOOD LN FORT PIERCE, FL i TOTALjDYNAMIC HEAD (TDH) CALCULATION . DETERM NE MAXIMUM FLOW RATE PER ANSI / ASPS -15 2013 MINIM FLOW RATE:REQUIRED: 35 gpm / SKIMMER RECEIVED 1 SKIM ER PER 800 ft2 OF SURFACE AREA SEP 19 2018. POOL V , LUME _ = 4787 gal ST. Lucie County, Permitting TURNO R TIME = 4 hr X 60 min./hr = 240 min. illm MAXIM FLOW RATE _ — POOLVOLUME /TURNOVER — 19.9 gpm SPA FLO RATE = N/A gpm MAX li PIPE SIZ, S AT MAXIMUM SYSTEM FLOW RATE BRANC , PIPING SHALL BE N/A inch AT 6 fps MAX AT #N/A gpm TRUNK IPING SHALL BE 2 inch AT 8 fps MAX AT 84 gpm RETUR PIPING SHALL BE 2 inch AT 10 fps MAX AT 105 gpm PUMP AKE/TYPE 'EXCEL 347PG 1.5 HP. MAIN :IN/ COVER VGB 2008 APPROVED COVER RATE 175 gpm SIGN A IURE / DATE CONTRACTOR: TBD CERT. # 0 Sheet 1 of 3 PAUL WELCH INC. PAUL WELCH P.E. CERT# 29945 PROJE ,INAME: HILLABRANDT POOL PROJECT, DDRESS: 306 DEERWOOD LN FORT PIERCE, FL TOTAL D NAMIC HEAD (TDH) CALCULATION WORKSHEET j . DETERM 'NE MAXIMUM FLOW RATE PER ANSI / ASPS -15 2013 i FRICTIO I LOSS FOR 2 inch SUCTION PIPE PER ft AT 84 gpm = 0.10 ft (PER TABLE) •FR ICTIO LOSS FOR 2 inch RETURN PIPE PER ft AT 105 gpm = 0.16 ft (PER TABLE) 20 i ft. SUCT. PIPE X 0.10 ft HEAD / ft = 2 TDH FOR SUCT. PIPE 65 ft. RETURN PIPE X 0.16 ft HEAD/ft = 10.4 TDH FOR RETURN PIPE TABLE: LOOTH PIPE SCH 40 PVC / FLOW AND FRICTION t_OSS PFR FT PIP5 DIAME (in) ER 6 ft/sec 8 ft/sec 10 ft/sec 1; 16 gpm 0.13 ft 22 gpm 0.23 ' ft 27 ' gpm 0.35 ft 1.5111 38 gpm 0.08 ft 51 gpm 0.141. ft 63 gpm 0.21 ft 2 TTj 63 gpm 0.06 ft 84 gpm 0.10 ft 105 gpm 0.16 ft 2.51�1 90 gpm 0.05 ft 119 gpm 0.08 ft 149 gpm 0.13 ft 3 �1 138 gpm 1 0.04 ft 184 gpm 0.07 ft 230 gpm 0.10 ftl 4 J1 1 238 gpm 1 0.031 ft 1 317 1 gpm 1 0.051 ft 397 gpm 0.07 ft !et 2 of 3 PAUL WELCH INC. PAUL WELCH P.E. CERT# 29945 21 E: HILLABRANDT POOL PROJECTDDRESS: 306 DEERWOOD LN FORT PIERCE, FL .0 ;'ELM - w.M ' 4z , _....._ ,Goy. . _-_.. __.... . ` z~+�'1 F Liu 120. uzxl'z%l" dl. l �I; '1 40 150 IPAP.Gllbl I � i i 14 . fart 44D �0 .0 24 mr I I I I 0 6D 2ri 563 .4aq Vx • TDH I ifl PIPING: FILTE ,I LOSS IN TDH: HEAT u R LOSS IN TDH CI LOSSES IN TDH: 12.4 ft 8.0 ft 0.0 ft 0.0 ft TOTAL SIMPLIFIED TDH: 20.4 ft NOTES: 1) PIMP OR HEATER MAKE / MODEL MAY NOT BE CHANGED 2) INSTALLATION SHALL COMPLY WITH MANUFACTURER'S INSTALLATION 3) E UIPMENT LOCATIONS MAY NOT BE CHANGED. 4) VAIABLE SPEED PUMP USE MAXIMUM FLOW IN CALCULATION. I I SIGNATU CONTRA( CERT. # E / DATE TOR: TBD Sheet 3 of 3 UCTIONS. SIGNATURE /V)ATE PAUL WELCH INC. PAUL WELCH P.E. CERT# 29945