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Twenty-Third Symposium on Naval Hydrodynamics (2001)
Naval Studies Board (NSB)

Page
511
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Page
511
Front Matter (R1-R19)
Modern Seakeeping Computations for Ships (1-45)
Forces, Moment and Wave Pattern for Naval Combatant in Regular Head Waves (46-65)
New Green-Function Method to Predict Wave-Induced Ship Motions and Loads (66-81)
Validation of Time-Domain Prediction of Motion, Sea Load, and Hull Pressure of a Frigate in Regular Waves (82-97)
Ship Motions and Loads in Large Waves (98-111)
Prediction of Vertical-Plane Wave Loading and Ship Responses in High Seas (112-125)
Basic Studies of Water on Deck (126-142)
Second Order Waves Generated by Ship Motions (143-156)
Prediction of Nonlinear Motions of High-Speed Vessels in Oblique Waves (157-170)
Optimizing Turbulence Generation for Controlling Pressure Recovery in Submarine Launchways (171-180)
Hull Design by CAD/CFD Simulation (181-190)
Steady-State Hydrodynamics of High-Speed Vessels with a Transom Stern (191-205)
Practical CFD Applications to Design of a Wave Cancellation Multihull Ship (206-222)
Simulation of Ship Maneuvers Using Recursive Neural Networks (223-242)
Flow- and Wave-Field Optimization of Surface Combatants Using CFD-Based Optimization Methods (243-261)
Marine Propulsor Noise Investigations in the Hydroacoustic Water Tunnel 'G.T.H.' (262-283)
Propulsor Design Using Clebsch Formulation (284-300)
Unsteady Flow Quantities on Two-Dimensional Foils: Experimental and Numerical Results (301-313)
Hydrofoil Turbulent Boundary Layer Separation at High Reynolds Numbers (314-329)
Pressure Fluctuation on Finite Flat Plate Above Wing in Sinusoidal Gust (330-341)
Control of the Turbulent Wake of an Appended Streamlined Body (342-354)
Investigation of Global and Local Flow Details by a Fully Three-Dimensional Seakeeping Method (355-367)
Prediction of Wave Pressure and Loads on Actual Ships by the Enhanced Unified Theory (368-384)
Frequency Domain Numerical and Experimental Investigation of Forward Speed Radiation by Ships (385-401)
International Collaboration on Benchmark CFD Validation Data for Surface Combatant DTMB Model 5415 (402-422)
Validation of High Reynolds Number, Unsteady Multi-Phase CFD Modeling for Naval Applications (423-440)
Free Surface Viscous Flow Computation Around A Transom Stern Ship by Chimera Overlapping Scheme (441-456)
Anti-Roll Tank Simulations With A Volume of Fluid (VOF) Based Navier-Stokes Solver (457-473)
Validation of Tab Assisted Control Surface Computation (474-484)
Experimental and Numerical Investigation of the Flow Around the Appendices of a Whitbread 60 Sailing Yacht (485-492)
Propeller Wake Analysis by Means of PIV (493-510)
Experimental and Numerical Investigation of the Unsteady Flow Around a Propeller (511-526)
Simulation of Incompressible Viscous Flow Around a Ducted Propeller Using a RANS Equation Solver (527-539)
On Submerged Stagnation Points and Bow Vortices Generation (540-552)
Numerical Prediction of Scale Effects in Ship Stern Flows with Eddy-Viscosity Turbulence Models (553-568)
The Experimental and Numerical Study of Flow Structure and Water Noise Caused by Roughness of a Body (569-578)
Large-Eddy Simulations of Turbulent Wake Flows (579-598)
Instability of Partial Cavitation: A Numerical/Experimental Approach (599-615)
An Unsteady Three-Dimensional Euler Solver Coupled with a Cavitating Propeller Analysis Method (616-638)
On the Flow Structure, Tip Leakage Cavitation Inception and Associated Noise (639-653)
An Experimental Investigation of Cavitation Inception and Development of Partial Sheet Cavaties on Two-Dimensional Hydrofoils (654-669)
Modeling 3D Unsteady Sheet Cavities Using a Coupled UnRANS-BEM code (670-686)
Ship Wake Detectability in the Ocean Turbulent Environment (687-703)
An Experimental and Computational Study of the Effects of Propulsion on the Free-Surface Flow Astern of Model 5415 (704-712)
Breaking Waves in the Ocean and Around Ships (713-745)
Numerical and Experimental Study of the Wave Breaking Generated by a Submerged Hydrofoil (746-761)
The Numerical Simulation of Ship Waves Using Cartesian Grid Methods (762-779)
Radiation Loads on a Cylinder Oscillating in Pycnocline (780-791)
Wave Resistance Computations - A Comparison of Different Approaches (792-804)
Computations of Nonlinear Turbulent Free Surface Flows Using the Parallel Uncle Code (805-819)
Submarine Maneuverability Assessment Using Computational Fluid Dynamic Tools (820-832)
Simulation of UUV Recovery Hydrodynamics (833-847)
Reynolds-Averaged Modeling of High-Froude-Number Free Surface Jets (848-862)
On Roll Hydrodynamics of Cylinders Fitted with Bilge Keels (863-880)
Combining Accuracy and Effciency with Robustness in Ship Stern Flow Computation (882-896)
An Unstructured Multielement Solution Algorithm for Complex Geometry Hydrodynamic Simulations (897-909)
Ship Stern Flow Calculations on Overlapping Composite Grids (910-926)
Study on the Prediction of Flow Characteristics Around a Ship Hull (927-940)
Analysis of Turbulence Free-Surface Flow Around Hulls in Shallow Water Channel by a Level-Set Method (941-956)
A Design Tool for High Speed Ferries Washes (957-967)
Flow Around Ships Sailing in Shallow Water - Experimental and Numerical Results (968-982)
Ship Stability Study in the Coastal Region: New Coastal Wave Model Coupled with a Dynamic Stability Model (983-992)
Waves and Forces Caused by Oscillation of a Floating Body Determined Through a Unified Nonlinear Shallow-Water Theory (993-1005)

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Experimental and Numerical Investigation of the Unsteady Flow around a Propeller P. G. Esposito, F. Salvatore, F. Di Felice, G. Ingenito (Istituto Nazionale per Studi ed Esperienze di Architettura Navale, Italy), G. Caprino (Centro per gli Studi di Tecnica Navale, Italy) ABSTRACT In the present paper the analysis of the flow around the propeller of a twin screw vessel is performed both ex- perimentally by LDV measurements and numerically by a potential flow solver. The velocity fields obtained through the experimental survey have been used to as- sess the accuracy of the solver for the application to modern propellers, featuring rather extreme geomet- ries and large pitch variations. The results show that, in spite of the approximations introduced, the solver is able to capture the main features of the flow. The com- bined use of numerical and experimental tools reveals itself as a fundamental step for a deep comprehension of phenomena taking place in modern ship units. INTRODUCTION Large fast vessels represent a severe challenge to ship designer in the quest for outstanding calm-water per- formance. The hydrodynamic optimization of the pro- peller being an essential step of this pursue, the need of reliable and effective tools for the analysis of pro- peller flow is much felt. The typical configuration is a twin screw controllable pitch propeller with quite a long shaft, due to the gradual rise of the keel in the aftbody, and a set of shaft brackets with a L arrange- ment so that the vertical bracket is in the shaft wake. The request of large thrust and the constraint on the maximum diameter posed by tip clearance naturally lead to high expanded area ratios; rather extreme skew distributions are adopted to decrease induced pressure pulses, while large pitch variations allow to avoid ex- cessive loading at the propeller tip. Time honored computer codes based on lifting surface theory are in- adequate to deal with the new propulsive configura- tions and are currently in the process to be replaced by panel methods, which provide a fully three dimen- sional model of blade geometry. On the other hand, the complexity of the unsteady phenomena involved requires a thorough validation of such codes in operat- ing conditions. To this end, high quality experimental data of the flow around the propeller are needed. A joint effort within the framework of the na- tional research program has been undertaken by IN- SEAN and CETENA to achieve a better physical un- derstanding of the unsteady effects on propeller per- formance through model tests in the circulating water channel and the application of an unsteady panel code, described in Esposito and Giordani (20004. Flow field survey has been performed up- stream and downstream the propeller by using Laser Doppler Velocimetry (LDV). LDV is a key technique for investigating the complex flow around propellers and many studies are available for uniform inflow, see e. g., Min (1978), Kobayashi (1982), Cenedese et al. (1985), Jessup (1989), and for axisymmetric inflow by Hayun and Patel (19914. However, very few stud- ies of propellers operating in non uniform inflow are available, since the experimental analysis is particu- larly onerous, requiring several days of facility oc- cupancy and a huge amount of data to be processed. The experimental technique adopted for the present measurements allows the reconstruction of the three dimensional velocity field in phase with the propeller. The high level of detail reached by these measure- ments represents a powerful tool for the analysis of the complex phenomena taking place in propeller-hull- appendage interaction. In addition to the experimental investigations, a theoretical analysis of the flow field around the pro- peller has been performed by using a Boundary Ele-

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=~ ment Method (BEM) for the velocity potential. By comparing the numerical results with the experimental findings, the capability of a potential flow model to study the wake past a propeller in the non uniform flow induced by a ship hull is addressed. In literature, many works dealing with the prediction of marine propeller performance by BEM are available. Unsteady flow analyses are given, e. g., by Kinnas et al. (1990), Koy- ama (1992), Hoshino (19934. In these formulations the shape of the wake is prescribed either from blade pitch distribution or by using semiempirical models. Such approaches do not allow accurate predictions of the trailing vorticity path and hence of the flow field downstream the propeller. In order to overcome these limitations, the shape of the wake must be determined as a part of the flow field solution. Theoretical models in which the propeller wake is aligned with flow velo- city are proposed by Greeley and Kerwin (1982) and Pyo and Kinnas (19974. In the present approach a Langrangian wake- alignment procedure is used. In order to reduce the computational effort, a two-step technique is proposed. The wake shape is assumed to be slightly affected by the circumferential variations of the incoming flow. Hence, a steady-flow wake alignment analysis is per- formed by using as input an axisymmetric inflow ob- tained by considering the circunferential average of the hull wake on the propeller disk. Next, the computed wake surface is used as input of a prescribed wake un- steady flow computation in which the actual non uni- form inflow is used. EXPERIMENTAL ANALYSIS Experimental setup Measurements have been carried out at the INSEAN free surface Circulating Water Channel, having a test section of 10 m x 3.6 m x 2.25 m; the maximum flow speed is 5 m/s, and pressure may be reduced to 4 KPa. Figure 1: Sketch of the hull model. A..... Figure 2: View of the model installed in the water channel. The hull model is represented by the star- board half of a twin screw vessel and it is 6.4 m long, while the propeller has a diameter D p = 275 mm. The propeller and the aft region between the transom and the 8/20 station are scaled by factor ~ = 20. The fore region is shrieked in the longitudinal direction in or- der to fit into the channel test section while preserving the sectional area distribution (see Fig. 14. The four- bladed, adjustable-pitch, highly skewed propeller is in- stalled on an open shaft supported by two bearings that are attached to the hull by shaft brackets. Figure 2 shows a view of the model with the propeller installed. Fig. 3 shows a sketch of the experimental setup. Flow velocity components are measured by means of a two component back scatter LDV system, in which a 5 W Argon laser produces a radiation that is collimated by an underwater fiber optic probe in the measurement point. The frequency shift, required for the velocity versus ambiguity removal, is provided by a 40 MHz Bragg cell. Real time analysis of the

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1~ ~~ LDV master processor —~ .¢ essor ~ ' — ~ Modelship ~ ~ Encoder ~ Troversino system :: : [~ H Bl~ NY~ ~ _ : ,,~, -::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::: ( ~ --: Phc~ m'. tier ~ Und r~t~F~prdbe~ Figure 3: Sketch of the experimental setup. Doppler signal is performed by two TSI IFA 550 pro- cessors. Only two velocity components can be meas- ured simultaneously, thus two optical configurations are adopted for resolving the three dimensional ve- locity field and measuring respectively the longitud- inal/vertical and the transversal/vertical velocity com- ponents. Therefore, particular care is required in the initial location of the measurement volume to reduce positioning errors of the two optical configurations. The initial position of the probe volume is fixed with an accuracy of about 0.5 mm. The underwater probe is set up on a computer-controlled traversing system, which permits to get a displacement accuracy of 0.1 mm in all directions and to achieve a high automation of the LDV system. A rotary incremental 3600 pulse per revolu- tion encoder supplies the actual propeller position with an angular accuracy of 0.2°. Signals from the encoder are processed by a synchronizer which provides the propeller angular position to a two-bytes digital port available on the LDV master processor. In order to improve the processor data rate and to reduce the time acquisition length per point, the channel water is seeded upstream the ship model with titanium dioxide (TiO2) particles by using a spe- cial seeding rake device. Data acquisition is accomplished by using a low-end personal computer, whereas the post pro- cessing analysis requires several GBytes of data stor- age. First, the hull nominal wake is measured on the propeller disk. The operating propeller condi- tion is analyzed on two transverse measurement planes placed upstream and downstream the propeller. On each plane, 400 measurement points are distributed by a Cartesian grid within a circular area of diameter DM = 316.25 mm = 1.15Dp. A grid spacing of 12 mm in both horizontal and vertical directions is sufficient to have a good resolution in the tip vor- tex regions; a higher grid resolution is used in the wake regions of the brackets. Measured data are post- processed in order to obtain velocity fields with angu- lar resolution of 2°. Phase sampling technique The application of flow measurement techniques with operating propeller is complicated by the flow unstead- iness also in a frame of reference that rotates with the propeller. As a consequence, experimental techniques for open water propellers based only on radial move- ments of the measurement volume, like those de- scribed in Min (1978), Kobayashi (1982), Cenedese et al. (1985), Jessup (1989), are not valid and a differ- ent approach is required. In particular, measurements covering all the investigated disk must be taken at different pro- peller angular positions. In addition, the acquisition time must be so long to provide a sufficient num- ber of samples to make possible statistical data post- processing. In the present work, the Tracking Triggering Technique (TTT) proposed by Stella et al. (1998) is utilized. Velocity samples are acquired when Dop- pler signal is detected on the corresponding LDV sys- tem channel. Next, each LDV sample is tagged with the angular propeller position at the measurement time by means of an encoder-synchronizer system and then stored in the PC memory. This process is repeated in- dependently for both LDV channels because it is ex- perienced that Doppler burst are not necessarily detec- ted simultaneously. In the post processing phase, data averaging is performed. A slotting technique is required be- cause LDV samples are not equally spaced in time (burst detection in the measurement point is a random event) and classical ensemble averaging is not pos- sible. Therefore, each sample is rearranged in angular slots of constant width. By evaluating averages at each slot, values of velocity components at any angular po- sition are obtained. The choice of the slot width is critical for this kind of analysis as described by Stella et al. (20004. In fact, a compromise should be obtained between the need to increase the angular resolution (to capture ve- locity fluctuations) and to have an adequate number of samples (required for statistical consistency). For in- stance, the standard slotting procedure-N contiguous slots of constant width from 0° to 360°- provides poor statistical processing accuracy. Hence, more complex

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slotting procedures are to be implemented in order to guarantee statistical requirements and angular resolu- tion, also in the case of critical data rate conditions. Three independent slotting procedures are used in the post-processing phase: overlapping, blade slotting and weighted slotting. The overlapping pro- cedure provides partial overlapping, i\e wide, for con- tiguous slots. Hence, any sample in the overlapping area increases the two overlapped slots statistical pop- ulation simultaneously, with statistical processing ad- vantages. The blade slotting procedure is based on the assumption that all the propeller blades are identical both in mechanical and in geometrical terms. By this assumption, the velocity field at any measurement point is a periodic function of time with blade fre- quency. Thus, the slotting procedure can be limited inside a circular sector of width 360°/Z, where Z is the number of blades. A given slot, with center in the angular position Hi and width 2e (0i—~ ~ ~ ~ Hi + c), will contain all the velocity samples acquired when the angular position is ~ = Hi + 2~n/Z, (n = O. 1, ...Z). Hence, the sample population of each slot is increased by a factor corresponding to the propeller blade num- ber. In the weighted slotting procedure a weighted average is introduced in the statistical analysis so that the influence of each sample decreases by a prescribed law (linear or Gaussian) as the distance from the slot- ting center increases, with accuracy improvement. In the present analysis, statistical evaluation is performed by using a blade slotting technique with 360 overlapped slots of amplitude 2e = 2° and weighted averaging by Gaussian law. In such way 150 200 samples per slot are collected; in addition, angular resolution is adequate to describe flow regions with high gradients. THEORETICAL ANALYSIS Governing equations In the following, a frame of reference (Oxyz) that is fixed with the propeller (hereafter referred to as the ro- tating frame of reference), as shown in Fig. 4, is con- sidered. The hull-induced wake is prescribed in the propeller disk as VW = VW (0, r ), where ~ and r are po- lar coordinates in the propeller disk plane. Hence, the flow incoming to the propeller in the rotating frame of ~ . reference 1S VI (X, t) = VW + Q x x. (1) where Q = (Q. O. 0) is the angular velocity of the pro- z! vw \\ .) ,Wx a,: .~ \ Figure 4: Frame of reference. pelter. \ The perturbation induced by the propeller to the velocity field is assumed to be irrotational, and hence it can be expressed in terms of a scalar potential. Denoting by ~ the perturbation velocity potential, the total velocity field in the rotating frame of reference is given by q=vlr +V¢. (2) Under the assumption of incompressible flow, the velocity potential ~ satisfies the Laplace equation, V ~ = 0 on Up, (3) where (p denotes the unbounded fluid region sur- rounding the propeller and its trailing wake. As usual in potential flow analyses of lifting bodies, the wake is included by assuming that the vorticity generated on each blade is shed into a zero thickness layer which is replaced by a discontinuity surface for the velocity potential. The pressure field in (p is given by the Bernoulli equation that, in the rotating frame of ref- erence, reads 2 + P = I v2 + PO, (4) where q = A, vat = Aver If, p0 is the undisturbed flow pressure and p is the fluid density. In order to solve Eq. (3), boundary conditions must be imposed on amp. On the propeller surface Up the impermeability condition yields q n = 0, and recalling Eq. (2), I'd' = —vat n on Dip,

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where n is the outward unit normal to Gyp. Boundary conditions for ~ on the wake sur- face )°w are determined by applying mass and mo- mentum conservation laws across the surface. One ob- tains ~ ta¢> = 0 yang Ap = 0 on Low, (6) where the symbol i\ denotes the jump across upper and lower sides of the wake. Applying the Bernoulli equation (4) on the two sides of the wake and recalling Eqs. (6), yields D pa ~ Dt ~ (at + qw · VJ i\¢ = O. <7~ where qw denotes the averaged flow velocity on the two sides of the wake. Equation (7) means that the po- tential discontinuity is convected along wake stream- lines with velocity qw. Hence, the potential discon- tinuity at an arbitrary wake point XW and time t may be expressed as 4) ( w, t) A\) (XWTE, t TW ) ' (8) where XWTE is the trailing edge wake point lying on the same streamline as xw, whereas TW denotes the con- vection time from XWTE to xw. A further condition on ~ is required in or- der to assure that no finite pressure jump may exist at the blade trailing edge (Kutta condition). Following Morino et al. (1975), this is equivalent to impose 4) ( WTE, t) 4) (XTE ~ t) 4) (XT E ~ t), (9) where XT+E and XTE denote, respectively, blade trailing edge points on suction and pressure sides. Boundary integral formulation In the present approach, the Laplace equation for ~ is solved by means of a boundary integral formulation. By recalling the first of Eqs. (6), the application of third Green's identity gives Et )¢,( ~ J (a¢G BEG) d,5°( Top an an J At_ d)°(y) on Lip, (10) N°w an where G = - 1/4}T fix—yet is the Green's function of the Laplacian operator in an unbounded three dimen- sional domain; in addition, E = O. 1/2, 1 if x is inside, on, or outside Gyp, respectively. If x is on Gyp, Eq. (10) represents a Fredholm integral equation of the second kind for ~ in which a ¢/en on )°p is known from Eq. (5), and i\¢ on )°w is expressed in terms of ~ on )°p by combining Eqs. (8) and (94. The perturbation velocity Vat may be evalu- ated by taking the gradient of both sides of Eq. (10), as Vat (x, t) = J [ at VxG - ¢, Ox (aaG)] d,5°(y) J50W ~ Ax ( arl ) d)°(y) (11) where Vx is the gradient operator acting on x. Once ~ on )°p is known from the solution of Eq. (10), the equation above provides an explicit representation of the perturbation velocity field. Wake analysis In both Eqs. (10) and (11) the location of the wake surface is not known a priori and should be either pre- scribed or determined as a part of the flow field solu- tion. In order to determine the location of )°w' the condition that all the wake points move according to the local flow velocity is applied. Such procedure is re- ferred to as wake alignment, and it stems from Eqs. (6) and (74. In the present work a Lagrangian scheme is used: the location XW Of an arbitrary wake point changes with time as rt+At XW (t + i\t) = XW (t) + ~ q (XW, T) d T. t However, the inclusion of a wake alignment procedure into a boundary element analysis of un- steady propeller flows produces time consuming com- putations. In fact, Eq. (12) requires at each time step the evaluation of the velocity q at all the wake nodes (see below). In order to reduce the computational effort, a two-step technique is used. First, a steady flow wake alignment analysis is performed by using as input an axially symmetric inflow which is obtained by averaging in circumferen- tial direction the non uniform hull-induced inflow (cfr. Eq. (l)) air VW + Q x, with vaWv (r ~ = 2 | VW (0, r ~ d 0.

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Next, the computed wake surface )°w is used as input of an unsteady flow computation with pre- scribed wake in which the non uniform inflow vlr is used. Discretization A numerical solution of the boundary integral formu- lation for the velocity potential outlined above is ob- tained here by using a boundary element method. The propeller surface and the wake are di- vided into hyperboloidal quadrilateral elements. The angular extension of wake elements is constant and is given by i\0w = Q/\t, where At denotes the time step. The distribution of ~ over )°p is evaluated by enforcing Eq. (10) in discretized form at each centroid on the propeller surface (collocation points). Flow quantities are assumed to be constant on each element. Denoting by Np the number of elements on the pro- peller surface, and by NW the number of elements on the wake, one obtains ~ (5ij + Dij) f j = ~ Sij ( ad) Jvw —ZDijA¢j (i= 1, Np) (15) Jo= where ~ij = 1 if i = j and ~ij = 0 otherwise, and sij = J G (xi, y) d )°(y) Wi aG (16) Dij= J a Hi y~d~° OCR for page 517
Figure 5: Computed wake surface. and or ~ to, 11 is a weight factor (in the present ana- A lysis, or = 1/2). The quantity At represents here a relaxation parameter. The alignment procedure is applied only in the wake portion close to the propeller (near wake), whereas the remaining portion (far wake) is de- termined as a helical surface with prescribed pitch, smoothly connected to the near wake. This yields a re- duction of the computational effort, and enhances the robustness of the numerical procedure. Once the wake surface is updated, wake coef- ficients Dij are re-computed and a new distribution of ~ on )°p is obtained by Eq. (154. The process is repeated until convergence of wake node locations is achieved. As a convergence criterion, the root mean square of the displacement of all wake nodes between two subsequent steps must be smaller than a fixed value (5 10-4 in present calculations). A sample view of the computed wake surface is shown in Fig. 5. The unsteady flow solution is obtained by solving Eq. (15) in which the non uniform inflow vlr is used in the impermeability condition on Gyp; in ad- dition, the computed flow-aligned wake geometry is used. The pressure distribution on )°p is obtained by the Bernoulli equation (44. Next, unsteady forces acting on the propeller are computed by pressure integ- ration over Gyp. A simple viscosity correction is intro- duced by evaluating the friction coefficient C f accord- ing to the Prandtl-Schlichting friction line formula. FLOW FIELD INVESTIGATIONS Tests have been carried out with propeller angular ve- locity of 7.7 rps and channel upstream velocity of 2.4 m/s, corresponding to an advance ratio J = 1.133 and a blade Reynolds number at r = 0.7R, Reo.7 = 3.7. 105. twofold: The aim of the experimental investigations is · the measurement of the nominal wake to be used as input of the BEM code; · the study of the velocity field upstream and down- stream the propeller. All the measurements are taken for two different ap- pendage configurations: vertical bracket at an angle of attack of 0° (configuration A) or 7° (configuration B) with respect to the x axis. In both cases, the horizontal bracket is at zero angle of attack with respect to the x axis. In the following, all plots show the right in- ward rotating propeller as seen from the stern. Hull nominal wake Figure 6 depicts the velocity field on the propeller disk by means of contour levels of the axial component and vector plot of the crossbow for the two different bracket configurations. The perturbation induced by the hull and its appendages is mainly concentrated in the top left por- tion of the propeller disk area, where the two brackets are located; in that region, the effect of the hull bound- ary layer, the wakes of the brackets and of the shaft are clearly identified. In the other regions of the investig- ated area the perturbation induced by the hull reduces to a flow inclination due to the rise of the keel in the aft region (see Fig. 24. The low velocity region covering a wide sec- tor around ~ = 0° is strongly affected by the angle of attack of the vertical bracket. In fact, in the case of configuration B. the bracket induces a flow accelera- tion and improves wake uniformity in the outer region, whereas a larger flow separation is observed close to the shaft, compared to configuration A. Similar considerations arise from the analysis of the crossbow. In particular, the upward flow inclin- ation due to the keel shape in the aft region is apparent. In addition, it may be noted a vortex pair in the shaft wake region that is more pronounced in the case of Configuration B (Fig. 6, right). Flow field around the propeller The velocity field with operating propeller is stud- ied in two transverse planes located upstream at x = —0.245 D p, and downstream at x = 0.37 1 D p . Due to flow periodicity, results are shown in the range 0° <0 <90°. Experimental results are compared to theor- etical predictions. The capability of present numerical

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A ~ ~ ~ aim.......... Configuration A 1~ results to agree with measurements is affected by some basic approximations. First, the measured hull wake is used as an input in the numerical analysis to compute the inflow VW (see Eq. (24), and no attempt is made to determine the correction due to propeller suction ef- fects (effective wake). In fact, while theoretical models to infer the effective wake from nominal wake surveys have been developed for single screw vessels by e. g. Huang and Groves (1980), similar approaches for twin screw vessels with appendages are not available to the authors' knowledge. In addition, the dependence of the inflow with respect to the axial abscissa x is not taken into account; thus, values measured at the pro- peller disk (x = 0) are assumed to be constant at any x in the computational domain. Furthermore, the ef- fect of the inclined flow induced by the rise of the keel in the aft region is neglected in the modeling of the propeller wake. The numerical results presented here are ob- tained by using 48 x 24 elements on each blade surface and 12 x 88 elements on each hub sector between two adjacent blades. Wake elements with angular exten- sion of 6° are used, and two wake turns are considered in the calculations (with wake alignment limited to one turn). These values provide results whose dependence on discretization parameters is negligible. Downstream plane First flow measurements and theoretical predictions downstream the propeller are considered. Here, the flow field is characterized by the propeller trailing vorticity path. Investigations in this region are of basic importance due to the close re- lationships between trailing wake shedding and thrust generation by the propeller. ~ t I ~ ~ ~ f / .. 1 ~ ~ ~ ~ ..~ ............... Configuration B Figure 6: Hull nominal wake. The trace of the wake in the investigated plane may be determined from the analysis of the tur- bulence intensity of the measured axial velocity com- ponent. Figure 7 shows turbulence levels in the meas- urement plane at ~ = DO, 30° and 60°, for both config- urations A and B. Traces of the wake surface predicted by the BEM code are also drawn in Fig. 7 by dashed white lines. The agreement in wake locations between experiments and theoretical predictions is good. In particular, both shapes and angular locations of the wake traces are accurately predicted by the present un- steady flow wake alignment approach. The locations of the four wake tip vortices are indicated by high turbulence cores; differences of tur- bulence intensity among the tip vortices reflects the un- steadiness of the flow, whereas the wake confinement inside the propeller disk circle (represented by a black line) reveals the contraction of the stream tube down- stream the propeller. The effect of vorticity diffusion is apparent from the thickness of the measured wake. In addition, the strong effect of the hub wake with very high turbulence levels is appreciated. The results in Fig. 7 show that the present theoretical model is capable to accurately predict the trailing wake shedding process. This proves that the approximated representation of the incoming flow vlr discussed above has only a minor impact on the solu- tion. On the other hand, the numerical evaluation of the velocity field, based on the hypothesis of neg- ligible streamwise variations of the nominal wake, shows some drawbacks. In fact, by comparing experi- mental and theoretical results, some discrepancies in terms of velocity intensity predictions are observed. This is shown in Fig. 8 that depicts the axial velocity

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= 0° (Configuration A) ~ = 0° (Configuration B) Q.~0 a.l~e O.1:~G 0.14 O.~p 0.1:0 0.~e O.~6 0.04 0.~2 ~ = 30° (Configuration A) ~ = 60° (Configuration A) ~ = 30° (Configuration B) 0:.2 0.1:8 ~.1 6~ :~.14 0:.~2 0:.1:D 0.~:e 0 0:~ OnG4 O~.0:2 ~ = 60° (Configuration B) .~0 0.18 :a.1:~6 0.14 0.1~2 .~0 O.~$ 0.06 0.04 ~0.0~2 Figure 7: Experimental turbulence levels of the axial velocity component and location of the trailing wake by numerical simulations on the downstream measurement plane.

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~ = 0° (experiments) ~ = 30° (experiments) 1.50 1.40 1.30 . . 1.20 1 .1:0 1 .00 0.90 0.80 0.7Q Q.BO 0.50 0.40 1.50 1.40 1.30 1 .20 1.1:0 1.00 0.90 O.80 0.70 I Q BO 0.40 ~ = 60° (experiments) ~ = 0° (numerical) ~ = 30° (numerical) 1.50 1.40 .30 1.20 1.1:0 1.00 0.90 0.80 O.7Q Q.SO 0.50 0.40 ~ = 60° (numerical) Figure 8: Downstream axial velocity component (Configuration A).

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= 0° (experiments) ~ = 0° (numerical) = 30° (experiments) ~ = 30° (numerical) = 60° (experiments) Figure 9: Downstream axial velocity component (Configuration B). ~ = 60° (numerical)

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Experimental Numerical Figure 10: Upstream axial velocity component at ~ = 0° (Configuration A). Experimental Numerical Figure 11: Upstream axial velocity component at ~ = 0° (Configuration B). component at angular positions ~ = DO, 30O, 60°, in the case of configuration A. Similar considerations arise from velocity field surveys in the case of bracket configuration B. In particular, the axial velocity component at angular positions ~ = GO, 30O, 60°, are presented in Fig. 9. A comparison between Fig. 8 and Fig. 9 shows that the velocity field downstream the propeller is slightly af- fected by the different bracket arrangement used. In fact, both experimental and numerical results show that the perturbation induced by the propeller tends to smooth any difference between the velocity fields in- coming to the propeller. Upstream plane Figures 10 and 11 show the axial velocity component in the upstream plane at the rep- resentative angular position of ~ = 0° for the two bracket arrangements. By comparing the experimental measurements referred to the two configurations, large differences concentrated in the region where vertical bracket and shaft wakes merge are observed. The agreement between measurements and numerical predictions is not satisfactory. This shows that the hypothesis of neglecting the streamwise vari- ation of the hull wake in the computations is not ad- equate for theoretical analyses of the velocity field up- stream the propeller. This effect has been already poin- ted out in the discussion of results in the downstream plane, but it is more pronounced upstream. If fact, the

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measurement plane is extremely close to the trailing edges of the brackets; thus the velocity defect of the bracket wakes is stronger and confined in a thinner re- gion than on the propeller disk plane, where the nom- inal wake used in the computations is measured. Fur- ther, this effect is enhanced by the low intensity of the perturbation induced by the propeller. Pressure and performance For the sake of com- pleteness, some additional results obtained by the the- oretical analysis are presented. Specifically, Fig 12 shows history of thrust coefficient KT and torque coef- ficient KQ for both configurations A and B. It may be observed that the stronger shaft wake of configuration B determines higher fluctuations for both KT and KQ than in the case configuration A results. For bracket configuration A, pressure coefficient distributions on the blade surfaces at angular locations ~ = DO, 30°, and 60° is given by Fig. 13. CONCLUDING REMARKS An experimental and theoretical analysis of the flow field around a four-bladed propeller installed on a twin screw vessel has been presented. Flow field survey upstream and downstream the propeller has been performed by using LDV. Par- ticular attention is payed to set up a procedure suit- able for measurements of unsteady velocity fields as is the case of propellers in the wake of a hull. Phase sampling is performed by means of a Tracking Trig- ger Technique, by which velocity samples are arranged into angular slots according to the propeller position at measurement time. The procedure provides a sat- isfactory compromise between statistical requirements and angular resolution. The results of the measurement campaign demonstrate the capability of the present LDV phase sampling technique to provide an accurate description of both hull and propeller wakes. The ana- lysis of measured velocity fields is helpful to highlight some important features of the interactions among wakes of the hull appendages and to investigate the flow field in the propeller wake region. In addition, experimental results are used to assess the validity of a theoretical approach based on a boundary element method for the analysis of pro- pellers in non uniform flows. Comparisons with meas- ured velocity fields show that the present theoretical approach provides reasonable predictions of the most relevant flow features in the propeller wake region. In particular, the wake alignment procedure is fully ad- equate to simulate the trailing vorticity convection pro- cess, in which viscosity has a minor influence. Better agreement between theoretical predictions and experi- mental results could be obtained by taking into account the streamwise variation of the hull wake used in the computations. ACKNOWLEDGMENTS The present work was supported by the Ministero dei Trasporti e della Navigazione in the frame of INSEAN and CETENA Research Programs 1997-99. REFERENCES Campbell, R., 1973, Foundations of Fluid Flow Theory, Addison-Wesley. Cenedese, A., Accardo, L., and Milone, R., 1985, "Phase sampling technique in the analysis of a pro- peller wake," in Proc. of the International Conference on Laser Anemometry Advances and Application. Esposito, P. G. and Giordani, A., 2000, "Numerical analysis of non cavitating propeller in uniform and non uniform flow conditions," in Proc. of the 9th IMAM Congress, pp. B21-B28. Greeley, D. S. and Kerwin, J. E., 1982, "Numerical methods for propeller design and analysis in steady flow," SNAME Transactions, vol. 90, pp. 416-453. Hayun, B. S. and Patel, V. C., 1991, "Measurements in the flow around a marine propeller at the stern of an axisymmetric body," Experiments in Fluids, vol. 11, pp. 105-117. Hoshino, T., 1993, "Hydrodynamic analysis of pro- pellers in unsteady flow using a surface panel method," Journal of The Sociey of Naval Architects of Japan, vol.l74,pp.71-87. Huang, T. T. and Groves, N. C., 1980, "Effective wake: Theory and experiment," in Proc. of the Thirteenth Symposium on Naval Hydrodynamics, pp. 651-673. Jessup, S. D., 1989, An Experimental Investigation of Viscous Aspects of Propeller Blade Flow, Ph.D. thesis, The Catholic University of America, Washing- ton, D.C. Kinnas, S., Hsin, C., and Keenan, D., 1990, "A poten- tial based panel method for the unsteady flow around open and ducted propellers," in Proc. of the Eighteenth Symposium on Naval Hydrodynamics, pp. 677-685. Kobayashi, S., 1982, "Propeller wake survey by laser doppler velocimeter," in Proc. of the 4th International Symposium on Application of Laser Doppler Anemometry to Fluid Mechanics.

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0.7 r 0.29 0.28 0.27 0.26 0.25 0.24 0.23 0.22 I'd ~ ~- . . . ~ ~ it' 0 45 90 135 180 225 270 315 360 Thrust coefficient KT 0.69 0.68 0.67 0.66 064 0.63 nap n 61 .A .A .A ./ 0.6 - 0 45 90 135 180 225 270 315 360 Torque coefficient 10KQ Figure 12: History of propeller loads during a revolution: /\, configuration A; A, configuration B. Koyama, K., 1992, "Application of a panel method to the unsteady hydrodynamic analysis of marine pro- pellers," in Proc. of the Nineteenth Symposium on Naval Hvdrodvnamics. no. 817-836. Min. K. S., 1978, Numerical and Experimental Methods for Prediction of Field Point Velocities Around Propeller Blades, Tech. Rep. 78-12, MIT De- partment of Ocean Engineering. Morino, L., Chen, L.-T., and Suciu, E., 1975, "Steady and oscillatory subsonic and supersonic aerodynam- ics around complex configurations," AIAA Journal, vol. 13, pp. 368-374. Pyo, S. and Kinnas, S., 1997, "Propeller wake sheet roll-up modeling in three dimensions," Journal of Ship Research, vol. 41, pp. 81-92. Stella, A., Guj, G., Di Felice, F., Elefante, M., and Ma- tera, F., 1998, "Propeller flow field analysis by means of LDV phase sampling techniques," in Proc. of the 3th International Symposium on Cavitation, pp. 171-188. Stella, A., Guj, G., and F. Di Felice, 2000, "Pro- peller wake flowfield analysis by means of LDV phase sampling techniques," Experiments in Fluids, vol. 28, pp. 1-10.

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= 0° (suction side) = 30° (suction side) D.6D ~ 0.20 · .... 0~00 -0~.20 -0.40 -0:.60 -0.60 -1 .00 -1 To -1 .40 -~.60 -1 .80 w -2.DO ~ = 0° (pressure side) ~ = 60° (suction side) .... .; ~ = 3()° (nressllre side) D.60 0.20 i'°~0 -2.DO Figure 13: Pressure coefficient on blade. A... ~ = 60° (pressure side) | D.60 0.20 · 0.00 -0.20 -0.40 -0.60 -OHIO -1 .00 -1 .2Q -1 .40 -~.60 -~.60 AN -2.00

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DISCUSSION T. Hoshino Mitsubishi Heavy Industries, Ltd. Japan The authors should be congratulated for their efforts to measure the complicated flow fields around a propeller operating in non-uniform flow by LDV and develop a panel method with a flow-aligned wake. I have the following questions. (1) Did you compare the calculated flow fields between with flow-aligned wake and without flow-alignment procedure? (2) Where is the remaining wake (far wake) with prescribed pitch starting from? (3) How many calculations are needed to obtain a final convergent solution? AUTHOR'S REPLY The authors wish to thank Dr. Hoshino for submitting his comments and discussion to the paper. In response to his questions the following remarks can be made: 1. Some comparisons concerning the effects of wake alignment have been presented in a previous paper by Esposito and Giordani t1], where the Seiun Maru HSP propellers has been analysed. In Figure 1, the tip vortex line of the prescribed wake is compared to the flow aligned wake. Of course the different position of the wake in the two cases has a strong impact on the flow field on downstream planar sections orthogonal to the axis. Some effects are also apparent in the loads as shown in Figure 2. 2. In the present computation two wake turns are used, with wake alignment limited to the first turn. Our experience showed that the number of iterations needed to reach wake alignment convergence is slightly greater than the number of streamwise elements of the free portion. 1.1.REFERENCES 1. Esposito, P.G., Giordani, A. "Numerical Analysis of Non Cavitating Propeller in Uniform and Non Uniform Flow Condition", Proceedings of the IMAM 2000 Conference, Ischia, Italy, Apr. 200O, pp. B- 21:28. _. HoshinO, T., "Hydrodynamic Analysis of Propellers in Unsteady Flow Using a Surface Panel Methos", Journal of the Society of Naval Architects of Japan, Vol. 174, 1993, pp.7 1:87. Figure 1: Propeller free wake geometry in axysimmetric flow. ~ 17 ~ ~ . .:.. d.> ~ .~ ~ ~ ~ A ~ ~ ~ ~ i~ 8~ Do ~ i ~~.~ ~ ~ mu' ::~ 0~ ~ ~ ~ ~ U ' ~ CZ ~ ". ~ ~ ~ ~ ~ ~ ~ . D ~ O ~ ~ ~ Figure 2: Single blade contribution to thrust and torque coefficients along a revolution. KT~

Representative terms from entire chapter:

velocity components