CUVX Design Report - the AOE home page - Virginia Tech

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CUVX Design – VT Team 2 Page 108H MBreq6.14 . m if DP 2016.22 m if DP 202 DP 2036.67 m if DP 204 DP 2056.62. m if DP 206 DP 20106.63 m if DP 207 DP 209 DP 2011 DP 2013H MBreq = 7.59 m7.59 . m otherwisew MBreq6.63 m if DP 201 DP 202 DP 20316.07 m if DP 204 DP 2056.83. m if DP 206 DP 207 DP 209 DP 2010 DP 2011 DP 201317.94 m otherwisew MBreq = 17.94 mL MBreq15.86 m if DP 20115.87 m if DP 20216.13 m if DP 20315.96 m if DP 204L MBreq = 16.36 m16.39 m if DP 20516.16. m if DP 206 DP 2010 DP 201416.36 m otherwiseA PIE 28. m 2 if DP 201 DP 20627.2. m 2 if DP 202 DP 20727.7. m 2 if DP 203 DP 20911.6. m 2 if DP 20433.8. m 2 if DP 205 DP 201442. m 2 if DP 201041.55. m 2 if DP 201141.9. m 2 if DP 201314.5. m 2 otherwiseV MBreq 5888. m 3 if DP 2016536. m 3 if DP 2026285. m 3 if DP 2037816. m 3 if DP 2047852. m 3 if DP 2055138. m 3 if DP 2065261. m 3 if DP 2079487. m 3 if DP 2085217. m 3 if DP 2096982. m 3 if DP 20107189. m 3 if DP 201111127. m 3 if DP 20127069. m 3 if DP 2013A PIE = 14.5 m 28514. m 3 otherwiseV MBreq = 1.113. 10 4 m 3W BM655.2. MT if DP 201745.8. MT if DP 202767.2. MT if DP 203902.3. MT if DP 2041187.6. MT if DP 205651.1. MT if DP 206740.8. MT if DP 2071934.5. MT if DP 208705.2. MT if DP 209935.5. MT if DP 20101069.9. MT if DP 20112051.0. MT if DP 2012981.9. MT if DP 20131746.1. MT otherwiseW BM = 2.051. 10 3 MTKW G2500 . kW if DP 204 DP 205 DP 208 DP 2012 DP 20143000 . kW otherwiseKW G = 2.5. 10 3 kWN SSG 5 if DP 204 DP 2053 if DP 201 DP 202 DP 2032 otherwiseW BMG198.9. MT if DP 201 DP 202 DP 203304.8. MT if DP 204 DP 205587.6. MT if DP 203122.6. MT if DP 208 DP 2012 DP 2014132.9. MT otherwiseA GIE 10.8. m 2 if DP 201 DP 202 DP 2031.0. m 2 if DP 204 DP 205N SSG = 2kgSFC eG 0.3. if DPkW.hr 201kg0.298. if DPkW.hr 202kg0.299. if DPkW.hr 203kg0.187. if DPkW.hr 204kg0.186. if DPkW.hr 205SFC ePE otherwise0.4. m 2 if DP 208 DP 2012 DP 20147.2. m 2 otherwisekgW BMG = 122.6 MT SFC eG = 0.211kW.hrA GIE = 0.4 m 2
CUVX Design – VT Team 2 Page 109V DDeckhouse decks impacted by propulsion and generator inlet/exhaust: N DIE ceilH . LWLDK B.3Hull decks impacted by propulsion inlet/exhaust:(assumes 2m inner bottom in MB)N HPIED 10 H MBreq 1m .floorNH HPIE = 3HANGDKH MB D 10 N . HANGDK H HANGDK 1m . H MB = 10.624 m H MBreq = 7.59 mD 10 H MBreq 1m .Hull decks impacted by generator inlet/exhaust: N HGIE floorNH HGIE = 3HANGDKTotal Inlet/exhaust arrangeable area required (assumes 2 SSG outside MB):A HIE 1.4. N . HPIE A PIE N . HGIE A GIE A HIE = 673.606 ft 2A DIE 0m . 2 (side or stern exhaust)N DIE = 12g. Manning, other requirements, constraints and margins, constant for all designs:Manning, where N O and N E stand for number of officers and enlisted, respectively:N SSG W P W VP V FL V DCManShip= 1 N OShip 3 ceil N prop5 15.lton 80000.ft 3N OShip 48WN EShip ceil CManShip N . prop 6 N . P W VP V FL V. DSSG 3N10.lton 4450.ft 3EShip 534.1CManAir= 1 N OAir ceil .MT W F23 N OAir 19 N O N OAir N OShip N O = 67N EAir ceil CManAir. 1.5 . W F23 N EAir 297 N E N EAir N EShip N E = 831MTN T defines the total crew size, N A the additional accommodations: N T N EShip N OShip N EAir N OAir N T = 898Repair - MOP14: N A ceil .1. N TN A = 90CManShip CManAirVOP 142DC - MOP22:CManShip CManAirVOP 222VOP 14= 1VOP 22= 1Ballast type (1 for compensated, 2 otherwise): BAL TYP 1Margins: KG MARG1.0. m power: PMF 1.1 weight: WMF 0.1electrical load: EDMF 1.1 EFMF 1.1 E24MF 1.1Hull material (will be used for hull structure weight calculation in the weight section later; 1.0 for OS or 0.93 forHTS/HSS) and deckhouse material (1 for aluminum and 2 for steel): C HMAT 0.93 C DHMAT 2V ADH ( B 2 . T) ..6. LWL . 1 . mHull Type(ADH or Conventional): VOP 200.0 if HullForm 5 V ADH = 5.531. 10 3 m 3Hull=1DP 22otherwiseVOP 20= 1Module 3 - Ship Resistance and Poweringi 1, 2.. 12 V ii2 . . knt V 10V e V 11V S3a. Hull Surface Area, Coefficients and Dimensions:S SD 10. ft 2 if SON TYP 01400. ft 2 if SON TYP 180. ft 2 if SON TYP 2S SD = 10 ft 2S SDA BTA BT = 2ft 2 (bulb section area at FP)5L R 1 C . P LWL L R = 63.989 m (Run length)11 22 43 64 85 10V = 6 127 148 169 1810 2011 2012 24kntC VV FLCLWL 3 V = 3.008.10 3 T F T T F = 7.085 mh BA TA BTπBT . . C X5h B = 0.243 m (height of bulb center)A T = 39.103 m 2 (transom area)C W = 0.863S i280.29. V . ift. sec 81540. ft 2 . 2R FS S SD if DP 11LWL. ( 2 . T B). C M .453 .4425. C B .2862. C M .003467 B A. . .3696.C W 2.38. BTS SD otherwiseTC B3b. Viscous DragCoefficient of friction:V iR Ni LWL. 0.075C Fiυ SWS 1= 7.547. 10 4 ft 2(ITTC) (ATTC) R ilog R Ni 2 2 C fi0.066log R Ni 2.03 2V iLWL.22284 .92497T Bformfac 1.03 .93. . .521448.95 C P 1 C P .05 .6906 S. .2.7.SDLWL L R S 13c. Wave Making DragV iV iFn Vi13V . FL gFn ig.LWLFS and US GeosimC RUSi .0279. 2Fn Vi .0438. Fn Vi .0174C RFSi 0.0411. 3Fn Vi 0.1019. 2Fn Vi 0.0858 . Fn 0.0225 Fn Vi if < 1.05 Vi1.6912Fn . Vi0.0005 e otherwise
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