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Effects of hull form parameters on seakeeping for YTU gulet series with cruiser stern
  • 비영리 CC BY-NC
  • 비영리 CC BY-NC
ABSTRACT
Effects of hull form parameters on seakeeping for YTU gulet series with cruiser stern
KEYWORD
Ship motions , Gulets , Hull form parameters , Multiple regression method
  • INTRODUCTION

    Existing gulets are used for pleasure trips today. Therefore it became significant to conduct a study in order to discover their hydrodynamic characteristics. A systematic series of gulet hull forms with cruiser stern is developed in order to investigate their performance (Aydın, 2013). Certain processes could be made to understand seakeeping characteristics of the gulets by making use of several methods. Although the strip theory is the quickest and relatively most accurate one it has restrictions because of its theoretical assumptions. It has been most preferred tool during conceptual design stage. Due to its theory is linear; solutions are more realistic for slender hulls and low Froude numbers. However, strip theory has been widely accepted and a large number of computer codes are developed.

    While resistance and power outputs are sensitive to local changes of hull form, seakeeping matrix is less sensitive local changes of hull form. Seakeeping performance usually depends on main dimensions and their proportions, hydrostatic values and weight distribution. For this reason, seakeeping phenomenon must be evaluated in conceptual design stage (Şaylı et al., 2007).

    Several studies can be found in technical literature about effects of ship geometry on seakeeping characteristics. Bales performed a criteria free rank study for 20 displacement- normalized destroyers by using six form parameters. Based on the general definition of seakeeping rank, eight seakeeping responses were computed for each hull form. The responses were pitch, heave, ship to wave relative motion at Station 0 and 20, bottom slamming at Station 3, absolute vertical acceleration at Station 0, heave acceleration and absolute vertical motion at Station 20. Analyses were performed in long crested head seas for five speeds each for five modal periods (Bales, 1980). Kükner and Sarıöz made calculations for high speed vessels in their study. They investigated main dimensions and seconder hull form parameters effect on vertical motions (Kükner and Sarıöz, 1995). Brown conducted a study for gulet type boats in terms of resistance and seakeeping. Then he tried to present optimum hull parameters for gulets (Brown, 2005). Şaylı and others showed the effects of hull form parameters on vertical motions for fishing vessels by using multiple regression techniques (Şaylı et al., 2007). Şaylı and others, in their next study, performed the same configuration by using non-linear regression techniques (Şaylı et al., 2009). Results were very adoptable with each other. Özüm and others observed the effect of hull parameters for high speed hull forms during conceptual design stage. They explored main dimensions and secondary form parameters make the main contribution to ship motions (Özüm et al., 2011).

    In this study, gulet type pleasure boats were examined in terms of seakeeping properties. Although gulets were built in traditional ways previously, these crafts are built with modern technics in recent years. A study was conducted with the purpose of developing an original gulet series with cruiser stern without destroying its character. First, 21 cruiser stern gulet hull forms with different geometric design block coefficients (CB) were designed by the author with the information gained during the technical visits. These hull forms were produced by preserving conventionalism. Detailed information can be found in related paper. (Aydın, 2013) Body Stations, profile and waterlines of a gulet in the series are shown in Fig. 1.

    The hull form parameters of YTU Gulets are tabulated in Table 1. For comparison purposes Table 2 is constructed to show the dimension and displacement ranges of existing gulets in Turkey and YTU Gulets.

    [Table 1] Main dimensions and some geometric properties of YTU gulets with cruiser stern.

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    Main dimensions and some geometric properties of YTU gulets with cruiser stern.

    [Table 2] A comparison between existing gulets and YTU gulets with cruiser stern.

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    A comparison between existing gulets and YTU gulets with cruiser stern.

    Effects of geometrical features of 21 different YTU Gulets on their seakeeping characteristics in terms of the following three responses are investigated:

    Heave motionPitch motionAbsolute vertical acceleration at the passenger saloon

    Location of the passenger saloon is shown in the Table 3:

    [Table 3] Location of the passenger saloon.

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    Location of the passenger saloon.

      >  Design database

    Displacement forces of the gulets should be brought to equal level for fair comparison of effects of geometric characteristics on specified ship motions. This value is 774.27 kN. Thus the design database is built with the hull forms of displacement normalized YTU Gulets those are given in Table 4:

    [Table 4] Hull form parameters for analyses.

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    Hull form parameters for analyses.

    SEAKEEPING CALCULATIONS

    Seakeeping performance is evaluated for head waves (μ =180°) and for Fn =0:0.5:0.3 in this paper. Hydrodynamic coefficients are calculated by using Frank Close Fit Method for each gulet section. This solution is valid for arbitrary cross sections and the velocity potential is represented by a distribution of sources on the mean submerged cross section. In this method; green function satisfying the linear free surface boundary condition is used to represent the velocity potential. The density of the sources is an unknown function to be determined from integral equations obtained by applying the body boundary condition (Frank, 1967). Cross sections of the gulet 11 (G11) are shown in Fig. 2.

    The assessment of seakeeping performance of a pleasure craft in a specified sea state is related to four elements:

    Ship geometryWeight distribution on shipTransfer functions (RAO) in regular wavesWave spectrum

    As a result of these interactions, determination of ship responses can be obtained.

      >  Gulet response characteristics

    The first step for determination of the seakeeping performance is to detect the motion response amplitudes and phase lags in the frequency domain for all six degrees of freedom. Then RAOs can be executed for each specified response such as heave motion, velocity and acceleration.

    RAO graph of G11 is shown in Fig. 3 in case of zero speed and head waves. It should be pointed out that there is a strong resonance danger in existence of restoring effect such as heave and pitch motion.

      >  Definition of seaway

    Ship motions in irregular waves should be investigated due to absence of regular waves in nature. It is important to get ship motions in random waves because of the complexity of sea surface. Modeling sea is possible by using some statistical methods. Irregular sea can be expressed by using wave spectra that is composed as regards to normal distribution. Spectral density function must be known to enter short term statistical parameters. This recommended function must fit characteristic of the sea environment where gulets will sail. It is used 2 parameter ITTC (Bretschnider) wave spectrum in analyses which is proposed in STANAG 4194 documents by reason of gulet type boats mostly operate in East Mediterranean Sea. Analyses are performed at sea state 3. Characteristic wave height and modal period of sea state 3 are shown in Table 5:

    [Table 5] Characteristics of east mediterranean sea at SS 3.

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    Characteristics of east mediterranean sea at SS 3.

      >  Prediction of motions

    It is very common to use 2D and 3D analytical methods on prediction of ship responses in operational sea environment. At the short-term analyses, average, observed and most frequent motion amplitudes are obtained by the help of response function curve which is plotted with superposition RAO and wave spectrum curve (Figs. 4-6). This procedure is applied with Eq. (1). Response function curve must be plotted in the case of head waves and vertical responses. Maximum Fn is taken as 0.3 because the gulets are displacement type boats and Fn is a limiting factor for the strip theory.

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    MULTIPLE REGRESSION ANALYSES

    The multiple regression equation is derived from the Least Squared Method and it is alike two variable regression analyses. Instead of a single independent variable, two or more independent variables are used to find a dependent variable values. The multiple regression equation is given Eq. (2):

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    where P is and estimated dependent variable which represents RMS values of specified responses in case of head waves. Independent variables must represent dependent variables very well. Otherwise obtained results might be not adoptable. Used regression models are based on main dimensions and hydrostatic values since ship motions are generally are function of them. Therefore X1, X2 ⋯, Xn independent variables represent main dimensions and their proportions, form coefficients etc. On the other hand A1, A2 ⋯, An coefficients are regression coefficients which shows how independent variables affects dependent variables. These all variables should be written in matrix format in Eq. (3) to calculate regression coefficients.

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    Eq. (4) must be solved to find matrix of the regression coefficients.

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    while m shows number of independent variables n shows number of equation. XT represents transpose of X matrix. Number of independent variables, m, is determined from selected regression model. In this respect, multiple regression coefficients are computed by using regression solver software with a very high R2 . 21 equations are solved for each response and regression model. Recommended regression models are given next chapter.

      >  Recommended regression models

    Three different regression models are presented for the purpose of determining effects of independent variables on dependent variables. These regression models are given in Table 6. Dependent variables which are used in regression analyses are RMS responses of specified ship motions at SS3 for displacement normalized gulets. Computed RMS values represent most frequent motion amplitudes at SS3. Besides, computations are repeated for each model for seven different Froude number (Fn =0:0.05:0.3).

    [Table 6] Used models for regression analyses.

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    Used models for regression analyses.

    while Model 1 consists of only main dimension proportions, Model 2 additively consist of CWP, CVP and CP hydrostatic form coefficients. Model 3 contains main dimension proportions, hydrostatic form coefficients and LCB - LCF locations as addition. Adequate consideration of models is extremely important to evaluate multiple form parameters at this kind of analyses. Therefore number of models is selected as three.

    Multiple regression equations for Model 1;

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    Multiple regression equations for Model 2;

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    Multiple regression equations for Model 3;

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    Computed regression coefficients can be found Tables 7-15. While Tables 7-9 show regression coefficients for Model 1, Tables 10-12 show regression coefficients for Model 2. Finally Tables 13-15 present regression coefficients for Model 3.

    [Table 7] Regression coefficients for heave motion for Model 1.

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    Regression coefficients for heave motion for Model 1.

    [Table 8] Regression coefficients for pitch motion for Model 1.

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    Regression coefficients for pitch motion for Model 1.

    [Table 9] Regression coefficients for vertical acceleration at saloon for Model 1.

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    Regression coefficients for vertical acceleration at saloon for Model 1.

    [Table 10] Regression coefficients for heave motion for Model 2.

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    Regression coefficients for heave motion for Model 2.

    [Table 11] Regression coefficients for pitch motion for Model 2.

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    Regression coefficients for pitch motion for Model 2.

    [Table 12] Regression coefficients for vertical acceleration at saloon for Model 2.

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    Regression coefficients for vertical acceleration at saloon for Model 2.

    [Table 13] Regression coefficients for heave motion for Model 3.

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    Regression coefficients for heave motion for Model 3.

    [Table 14] Regression coefficients for pitch motion for Model 3.

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    Regression coefficients for pitch motion for Model 3.

    [Table 15] Regression coefficients for vertical acceleration at saloon for Model 3.

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    Regression coefficients for vertical acceleration at saloon for Model 3.

    DISCUSSION

    After researching recommended regression models it is now possible to evaluate the effects of hull geometry on seakeeping characteristics. R-squared values which specify goodness of fit are around 0.95. It is a very good prediction on determining dependent variables. It means that independent variables represent dependent variables very well. However, when Table 8 is examined; one can see a slight decreasing R -squared value. It is determined around 0.88 and corresponds to Fn =0.15 case. This situation leads to a slight difference between strip theory and recommended models that can be seen in Figs. 6(b) and Fig. 8(b). There is no specific reason for this state due to calculation of motions is dependent of so many parameters. Hull form requirements for good seakeeping for the gulets are given in Table 16:

    [Table 16] Requirement for good seakeeping.

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    Requirement for good seakeeping.

    When regression coefficients of Model 1 are investigated the effects of main dimension proportions on ship motions are seen clearly. Increasing of LWL / BWL and BWL / T values, decreasing of LWL / ∇1/3 values became useful to reduce heave-pitch motions and absolute vertical acceleration at saloon. In particular, being positive or negative value of regression coefficient is a solid symptom that shows how it affects. The role of the parameters given with question marks is not clear. When Model 2 is examined it is understood that higher CWP lower CVP and CP values are better for heave motion. It is also seen from tables that lower CVP and CP values are better for pitch motion and vertical acceleration. Model 3 has to be checked to obtain the influence of LCB and LCF. These points are should be closer to bow for pitch motion. In other respects, while LCB should be closer stern LCF should be closer bow for the sake of heave motion and vertical acceleration. If the regression coefficient tables are observed in detail the rate of influence of parameters also could be understood. Comparing rate of influence is simply possible when each parameter is grouped each other such as separation of comparing form coefficients and LCB and LCF. Figs. 7-9 shows the comparison between strip theory and multiple regression calculation for gulet 11. While Fig. 7 shows respectively heave- pitch motions and vertical acceleration for Model 1, Fig. 8 shows respectively heave-pitch motions and vertical acceleration for Model 2, Fig. 9 shows respectively heave-pitch motions and vertical acceleration for Model 3. It could be easily seen from Figs. 7-9 that RMS strip theory values for heave-pitch motions and vertical acceleration are predicted very close to multiple regression computations.

    CONCLUSION

    The development of the effect of hull form parameters of YTU Gulets on ship motions is presented in this paper with several processes. The process started with prediction of transfer functions for 21 different gulet forms for different Froude numbers. Then these transfer functions are combined with specified spectral curve. Finally, the effects of hull form parameters are determined by the help of multiple regression method. At the end of the study, hull form requirements for good seakeeping for the gulets are determined. The comparison between strip theory and multiple regression calculations for gulet 11 is shown in figures. The obtained results ensure practical predictions of form parameter contribution to motions with a high level of accuracy that would be useful during the concept design stage. As a future work, the habitability indices of gulet type pleasure hulls will be investigated in terms of comfort on board.

    NOMENCLATURE

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    ABBREVIATION LIST

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참고문헌
  • 1. Aydın M. 2013 Development of a systematic series of gulet hull forms with cruiser stern [Ocean Engineering] Vol.58 P.180-190 google
  • 2. Bales N.K. 1980 Optimizing the seakeeping performance of destroyer-type hulls [Proceedings of the 13th Symposium on Naval Hydrodynamics] P.479-502 google
  • 3. Brown D. 2005 A forward analysis of a gulet type hull form, Mar 398 Project and Report google
  • 4. 1967 Oscillation of cylinders in or below the free surface of deep fluids, Technical Report 2375 google
  • 5. Kukner A., Sarıoz K. 1995 High speed hull form optimization for seakeeping [Advances in Engineering Software] Vol.22 P.179-189 google
  • 6. Ozum S., ?ener B., Yılmaz H. 2011 A parametric study on seakeeping assessment of fast ships in conceptual design stage [Ocean Engineering] Vol.38 P.1439-1447 google
  • 7. ?aylı A., Alkan A.D., Nabergoj R., Uysal A.O. 2007 Seakeeping assessment of fishing vessels in conceptual design stage [Ocean Engineering] Vol.34 P.724-738 google
  • 8. ?aylı A., Alkan A.D., Ganiler O. 2009 Nonlinear meta- models for conceptual seakeeping design of fishing vessels [Ocean Engineering] Vol.37 P.730-741 google
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  • [ Fig. 1 ]  Body Stations, profile and waterlines of a gulet in the series.
    Body Stations, profile and waterlines of a gulet in the series.
  • [ Table 1 ]  Main dimensions and some geometric properties of YTU gulets with cruiser stern.
    Main dimensions and some geometric properties of YTU gulets with cruiser stern.
  • [ Table 2 ]  A comparison between existing gulets and YTU gulets with cruiser stern.
    A comparison between existing gulets and YTU gulets with cruiser stern.
  • [ Table 3 ]  Location of the passenger saloon.
    Location of the passenger saloon.
  • [ Table 4 ]  Hull form parameters for analyses.
    Hull form parameters for analyses.
  • [ Fig. 2 ]  Sections of the G11 and close fit points.
    Sections of the G11 and close fit points.
  • [ Fig. 3 ]  Heave transfer function for Fn =0, for G11.
    Heave transfer function for Fn =0, for G11.
  • [ Table 5 ]  Characteristics of east mediterranean sea at SS 3.
    Characteristics of east mediterranean sea at SS 3.
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  • [ Fig. 4 ]  Typical RAO curve.
    Typical RAO curve.
  • [ Fig. 5 ]  Typical wave spectrum curve.
    Typical wave spectrum curve.
  • [ Fig. 6 ]  Typical response curve.
    Typical response curve.
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  • [ Table 6 ]  Used models for regression analyses.
    Used models for regression analyses.
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  • [ Table 7 ]  Regression coefficients for heave motion for Model 1.
    Regression coefficients for heave motion for Model 1.
  • [ Table 8 ]  Regression coefficients for pitch motion for Model 1.
    Regression coefficients for pitch motion for Model 1.
  • [ Table 9 ]  Regression coefficients for vertical acceleration at saloon for Model 1.
    Regression coefficients for vertical acceleration at saloon for Model 1.
  • [ Table 10 ]  Regression coefficients for heave motion for Model 2.
    Regression coefficients for heave motion for Model 2.
  • [ Table 11 ]  Regression coefficients for pitch motion for Model 2.
    Regression coefficients for pitch motion for Model 2.
  • [ Table 12 ]  Regression coefficients for vertical acceleration at saloon for Model 2.
    Regression coefficients for vertical acceleration at saloon for Model 2.
  • [ Table 13 ]  Regression coefficients for heave motion for Model 3.
    Regression coefficients for heave motion for Model 3.
  • [ Table 14 ]  Regression coefficients for pitch motion for Model 3.
    Regression coefficients for pitch motion for Model 3.
  • [ Table 15 ]  Regression coefficients for vertical acceleration at saloon for Model 3.
    Regression coefficients for vertical acceleration at saloon for Model 3.
  • [ Table 16 ]  Requirement for good seakeeping.
    Requirement for good seakeeping.
  • [ Fig. 7 ]  (a) Model 1- heave comparison between strip theory and regression. (b) Model 1- pitch comparison between strip theory and regression. (c) Model 1- vert. acce. comparison between strip theory and regression.
    (a) Model 1- heave comparison between strip theory and regression. (b) Model 1- pitch comparison between strip theory and regression. (c) Model 1- vert. acce. comparison between strip theory and regression.
  • [ Fig. 8 ]  (a) Model 2- heave comparison between strip theory and regression. (b) Model 2- pitch comparison between strip theory and regression. (c) Model 2- vert. acce. comparison between strip theory and regression.
    (a) Model 2- heave comparison between strip theory and regression. (b) Model 2- pitch comparison between strip theory and regression. (c) Model 2- vert. acce. comparison between strip theory and regression.
  • [ Fig. 9 ]  (a) Model 3- heave comparison between strip theory and regression. (b) Model 3- pitch comparison between strip theory and regression. (c) Model 3- vert. acce. comparison between strip theory and regression.
    (a) Model 3- heave comparison between strip theory and regression. (b) Model 3- pitch comparison between strip theory and regression. (c) Model 3- vert. acce. comparison between strip theory and regression.
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