Towing Ship Trial Report: Short and Fat Report

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Updated: Dec 5th, 2023

Introduction

Mathematical modeling of physical processes allows the creation of simulations and prediction of the values of the variables sought, which proves to be particularly useful in the context of engineering tests. One use of simulation is in towing ships, which requires particular sensitivity and reliability (Niklas and Pruszko, 2019). During such a process, the ship is driven by another vessel, which sort of pulls the object along the surface of the water. Obviously, characteristics such as velocity and drag are particularly important since the quality and efficiency of towing is determined by them. The present work does not use a real ship being towed, but instead proposes to perform a simulation on a pool filled with water. Along the long axis of such a pool, the Short and Fat ship model is pulled forward, resulting in a change in velocity over time. It is proposed to study this process mathematically in order to describe any changes that occur to the model. In doing so, it is of great interest to determine the relationship between velocity and time, and to determine the correlation effect between velocity and the R/V variable. This report details the mathematical analysis applied to the data collected and discusses any error limitations.

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Experimental Procedure

In a physical test on a pool filled with water, the forced motion of a Short and Fat ship model was observed. During this motion, the velocity of the towed ship was recorded by computer and recorded in data tables. A total of five retests were conducted to minimize errors (Matheson, 2019). A second set was chosen as the optimal set for the present mathematical analysis, which included 571 data points after cutting off unnecessary ends. The values were transferred to an Excel spreadsheet and then statistical analysis was performed, which included creating graphs, calculating the mean and standard deviation, as well as regression analysis. The following sections of this report detail the mathematical procedures that were performed for the data set.

Results and Discussion

The data used for the mathematical analysis on the second trial, after cutting off the unnecessary ends, are shown in Appendix A. These values were used initially to construct a visualization, that is, a scatter plot, in which velocity was plotted on the vertical axis and time on the horizontal axis. This graph is shown in the figure below:

Velocity vs. Time

One of the first conclusions that can be drawn from this graph is the nature of the relationship between the two variables. It can be seen that although the velocity increases over time, starting at about the tenth second, its values cease to change significantly. Thus, there is not a linear relationship between the two variables, but rather a polynomial relationship. The regression curve equation shown in this figure describes a third-degree polynomial function. Accordingly, it can be argued that the velocity changes as a function of time according to some polynomial function of the third order. Moreover, this curve is highly consistent because it can cover 99.36% of the variance in the data set (Bloomenthal, 2021). This function can be differentiated to find an expression for the acceleration:

Formula

This becomes possible because, as we know, acceleration determines the change in velocity per unit time. The derivative of the velocity function over time is the same, that is, it actually shows the differential of velocity over time. The expression above reflects the quadratic function that describes the change in acceleration for this ship. Similarly, the original function can be integrated to find an expression for the distance traveled:

Formula

It follows that the ship covered a distance of 10.04 meters in 19.594 seconds. The upper bound of the integration determines the maximum value of time that was used for the data (Appendix A). Assuming that the same time was used in all tests, and the same force was applied to the towed ship, it becomes clear that all models traveled the same distance. It is noteworthy that such an integration becomes possible at all, since the derivative of distance, that is, the change in distance per unit time, is defined as velocity. Accordingly, the derivative of velocity is distance. In terms of the mathematical meaning of such an integration, the definite integral of the velocity function is equal to the area of the figure which is bounded by the velocity curve and the horizontal axis.

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The second part of this report asked us to perform a manual regression analysis for the data set and then compare the resulting equation with the values calculated using Excel. To do this, for each of the five trials, the values of the maximum velocities attained as well as the values of the resistances exerted by the ship in tow were recorded. These data are shown in the table below:

X = V0.7600.9401.0601.1301.170
R0.140.240.490.780.98
Y = R/V0.1840.2550.4620.6900.838
ÎŁX5.060
ÎŁY2.430
ÎŁXY2.630
ÎŁX25.231
ÎŁY21.491

The summing values with the sign ‘Σ’ were calculated as auxiliary coefficients to calculate the regression parameters. This includes both the calculation of the correlation coefficient and the values of the coefficients in the regression equation. To begin with, it was necessary to calculate the correlation between the two variables:

Formula

It follows that there is a positive, strong correlation between the two variables (R/V and V). The coefficient R2, which determines the reliability of the regression model, is as follows:

Formula

That is, the regression model, which is built next, covers 85.9% of the variance of the data in the set. Actually, to find the coefficients of the equation we need to solve the following equation:

Formula

And choose any of the five points to solve the linear equation. The selected point is (0.760, 0.184):

FormulaFormula

Then the final regression equation takes the form:

Formula

The y-intercept of this function defines a nonzero value of R/V at zero velocity. In fact, this is a semantic error since there is no resistance to towing when there is no motion. The resulting equation can be compared with the automatically calculated one shown in the figure below:

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value of R/V

We can see that, in general, the coefficients are close to the automatic calculations. However, due to rounding errors in the calculations shown above, there are errors that result in a slight discrepancy.

In the third part of this report, it was necessary to use the original data (Appendix C), only trimmed so as to leave only 15 values close to the maximum velocity. The following values were used:

Formula

Using Excel, the mean value and standard deviation were calculated for fifteen velocity values, which are:

FormulaFormula

The ratio between them is called SNR and indicates how easy it is to separate the main transmitted signal from the noise. The higher the SNR value, the higher the quality of the signal and the easier it is to use for high-sensitivity data transmission. In this case the SNR equals:

Formula

This value defines an excellent SNR level, that is, we can say that this signal is highly sensitive and capable of transmitting information. Therefore, it could be used in telecommunications for the needs of the industry. In terms of mathematical value, this shows that the average value is 50.556 times the standard deviation. That is, the data does not tend to scatter much from the mean, so the signal is excellent.

Finally, in the last part of this report, it was necessary to solve a practical example in which a function for the path is proposed. It is worth saying that all the same concepts and formulas that were used back in Part A are used to solve this scenario. Therefore, this section can be seen as a practice of skills and demonstrations of skills in differentiating and integrating functions. The following function has been proposed as an expression for the distance traveled by the ship:

Formula

In the general case, it is again a polynomial function of the third degree, which means that the path as a function of time shows a nonconstant upward trend. From this function, an expression for velocity can be derived by differentiation:

Formula

Now the velocity function is already quadratic, which means that the velocity changes according to the parabolic form. In this case, the velocity can increase, fall or be zero, depending on the chosen moment in time. The velocity function can also be used to calculate a particular velocity at a particular point in time:

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Formula

That is, by the end of the sixth second the ship will have a velocity of 170 m/s. At time t = 1.88 seconds, the velocity is zero:

FormulaFormulaFormulaFormula

In fact, the second root of this equation was t = -0.88, but time cannot be negative, so this value was omitted. Similarly, and the velocity function can be differentiated to find an expression for the acceleration:

Formula

This is already a linear function, that is, the acceleration for this ship turns out to be constantly increasing. By the end of the fourth second, the acceleration will be:

Formula

And at time t = 0.5 seconds, the acceleration was zero:

FormulaFormulaFormula

The path function could also be used to calculate the distance traveled depending on the time value. In particular, by the end of the tenth second, the ship had traveled 1.602 kilometers:

Formula

Conclusion

To summarize, this research report investigated the modeling of the Short and Fat ship towing process on a water basin. The data collected were analyzed using integration and differentiation operations as well as through SNR, regression analysis, and graphical representations. The following key findings were made:

  1. The relationship between velocity and towing time was nonlinear and was determined by the equatiFormula
  2. SNR for velocity values was extremely high and defined a good potential for quality signal transmission.
  3. There was a strong positive correlation between R/V and V.
  4. Calculation results did not differ significantly from the Excel output and were due to statistical errors.

Reference List

Bloomenthal, A. (2021) . Web.

Matheson, G.J. (2019) ‘We need to talk about reliability: making better use of test-retest studies for study design and interpretation’, PeerJ, 7, pp. 1-10.

Niklas, K. and Pruszko, H. (2019) ‘Full-scale CFD simulations for the determination of ship resistance as a rational, alternative method to towing tank experiments’, Ocean Engineering, 190, pp. 1-8.

Appendix

Time, s.Velocity, m/s.
2.7510.036
2.7950.023
2.8220.075
2.8640.047
2.8900.077
2.9330.070
2.9570.081
2.9850.108
3.0350.080
3.0600.120
3.1080.085
3.1330.078
3.1610.107
3.1890.072
3.2170.108
3.2440.110
3.2720.108
3.2990.148
3.3430.114
3.3690.155
3.4120.140
3.4370.160
3.4640.180
3.5060.169
3.5320.156
3.5640.154
3.5950.195
3.6410.152
3.6660.197
3.6940.178
3.7230.214
3.7670.180
3.7930.235
3.8350.210
3.8610.236
3.8890.215
3.9170.210
3.9450.256
3.9920.212
4.0170.238
4.0450.252
4.0730.253
4.1000.252
4.1280.252
4.1560.253
4.1840.288
4.2280.294
4.2530.275
4.2820.284
4.3090.290
4.3380.282
4.3650.325
4.4110.306
4.4360.319
4.4640.289
4.4920.322
4.5200.320
4.5470.331
4.5930.347
4.6410.335
4.6670.350
4.6950.323
4.7230.358
4.7660.370
4.8100.340
4.8360.391
4.8800.361
4.9060.387
4.9340.390
4.9620.394
4.9900.386
5.0190.421
5.0620.395
5.0880.422
5.1160.426
5.1600.394
5.1850.428
5.2140.388
5.2410.435
5.2690.404
5.2960.436
5.3450.427
5.3710.467
5.4270.465
5.4530.505
5.4980.483
5.5240.467
5.5520.466
5.5800.468
5.6080.465
5.6360.462
5.6640.468
5.6920.465
5.7200.492
5.7490.489
5.7760.509
5.8280.524
5.8770.534
5.9270.554
5.9770.547
6.0020.547
6.0300.512
6.0570.506
6.0850.505
6.1130.500
6.1410.536
6.1690.541
6.1970.565
6.2470.564
6.2720.626
6.3160.578
6.3410.595
6.3680.594
6.3950.583
6.4240.570
6.4510.574
6.4790.588
6.5060.556
6.5330.584
6.5610.619
6.5900.589
6.6180.632
6.6460.641
6.6960.618
6.7220.667
6.7680.632
6.7930.631
6.8220.631
6.8500.611
6.8780.635
6.9060.650
6.9340.644
6.9620.610
6.9890.680
7.0350.637
7.0600.673
7.0880.645
7.1170.669
7.1440.648
7.1730.677
7.2000.697
7.2500.671
7.2760.666
7.3040.688
7.3310.656
7.3590.688
7.3860.690
7.4140.693
7.4410.703
7.4680.690
7.4960.726
7.5380.718
7.5630.707
7.5910.721
7.6180.692
7.6460.698
7.6730.692
7.7010.730
7.7280.697
7.7560.714
7.7830.735
7.8260.709
7.8520.730
7.8790.719
7.9070.723
7.9350.764
7.9840.745
8.0100.732
8.0380.749
8.0660.758
8.0940.751
8.1230.739
8.1500.735
8.1770.728
8.2050.769
8.2540.763
8.2800.753
8.3080.791
8.3540.756
8.3790.787
8.4070.734
8.4350.773
8.4630.764
8.4900.764
8.5180.760
8.5450.773
8.5730.761
8.6000.767
8.6270.769
8.6550.785
8.6830.790
8.7110.786
8.7390.806
8.7870.818
8.8360.786
8.8610.791
8.8890.780
8.9180.772
8.9460.783
8.9740.814
9.0020.783
9.0310.775
9.0580.773
9.0850.805
9.1130.792
9.1410.801
9.1680.808
9.1960.830
9.2380.822
9.2640.853
9.3060.807
9.3320.814
9.3600.831
9.3870.794
9.4150.824
9.4430.793
9.4710.826
9.4990.819
9.5270.829
9.5550.821
9.5840.816
9.6130.866
9.6590.827
9.6860.837
9.7140.849
9.7420.812
9.7710.841
9.7990.808
9.8270.856
9.8550.824
9.8830.828
9.9110.818
9.9390.873
9.9670.820
9.9950.848
10.0230.858
10.0520.839
10.0800.875
10.1240.850
10.1500.831
10.1780.877
10.2050.831
10.2340.852
10.2620.843
10.2900.824
10.3190.840
10.3470.858
10.3750.875
10.4030.850
10.4320.846
10.4600.862
10.4880.862
10.5150.861
10.5440.849
10.5720.851
10.6010.868
10.6290.876
10.6580.841
10.6860.886
10.7360.858
10.7630.858
10.7910.862
10.8190.852
10.8480.844
10.8770.867
10.9050.876
10.9340.835
10.9620.875
10.9900.858
11.0180.863
11.0460.897
11.0950.856
11.1210.862
11.1490.889
11.1770.868
11.2040.883
11.2320.865
11.2590.862
11.2870.875
11.3150.858
11.3430.868
11.3700.875
11.3980.874
11.4250.869
11.4530.875
11.4800.871
11.5080.856
11.5370.880
11.5650.889
11.5930.861
11.6210.884
11.6500.845
11.6780.919
11.7210.863
11.7470.901
11.7750.869
11.8030.871
11.8310.897
11.8580.862
11.8860.900
11.9150.882
11.9430.857
11.9710.893
11.9980.863
12.0260.860
12.0540.890
12.0830.849
12.1110.899
12.1380.897
12.1660.898
12.1940.890
12.2220.861
12.2510.912
12.2790.880
12.3070.861
12.3360.926
12.3850.881
12.4120.860
12.4410.876
12.4690.878
12.4970.886
12.5250.890
12.5600.894
12.5930.880
12.6220.904
12.6500.890
12.6780.890
12.7070.878
12.7350.909
12.7630.891
12.7910.857
12.8190.896
12.8470.891
12.8760.870
12.9040.891
12.9320.865
12.9600.898
12.9870.910
13.0150.897
13.0430.872
13.0700.911
13.0980.873
13.1250.911
13.1530.866
13.1810.898
13.2090.891
13.2370.893
13.2650.875
13.2940.870
13.3220.908
13.3500.860
13.3770.907
13.4050.870
13.4320.905
13.4600.901
13.4880.878
13.5150.905
13.5430.870
13.5710.891
13.5990.922
13.6270.855
13.6560.880
13.6840.914
13.7120.850
13.7410.905
13.7690.889
13.7970.893
13.8250.894
13.8540.881
13.8820.917
13.9100.890
13.9380.862
13.9660.900
13.9940.880
14.0230.918
14.0510.892
14.0780.898
14.1060.920
14.1340.896
14.1610.900
14.1890.869
14.2170.898
14.2440.909
14.2720.862
14.3000.906
14.3280.869
14.3550.899
14.3830.898
14.4110.865
14.4380.911
14.4660.907
14.4940.899
14.5220.892
14.5500.906
14.5770.935
14.6240.901
14.6500.882
14.6790.911
14.7070.888
14.7350.888
14.7630.885
14.7920.883
14.8200.878
14.8490.881
14.8770.907
14.9060.910
14.9340.909
14.9630.908
14.9910.922
15.0200.913
15.0470.903
15.0750.895
15.1030.900
15.1310.899
15.1590.902
15.1860.909
15.2140.889
15.2420.861
15.2700.928
15.2980.895
15.3260.908
15.3540.889
15.3820.899
15.4090.913
15.4370.899
15.4650.898
15.4930.923
15.5210.886
15.5490.899
15.5770.925
15.6100.881
15.6380.893
15.6670.922
15.6950.881
15.7230.914
15.7520.903
15.7810.913
15.8090.894
15.8380.904
15.8660.902
15.8960.889
15.9240.904
15.9540.891
15.9820.904
16.0110.916
16.0390.884
16.0670.919
16.0960.879
16.1240.921
16.1520.891
16.1810.914
16.2090.893
16.2370.929
16.2650.890
16.2940.931
16.3230.901
16.3520.901
16.3800.917
16.4080.889
16.4360.926
16.4640.894
16.4920.900
16.5200.886
16.5480.900
16.5760.899
16.6030.911
16.6320.923
16.6590.906
16.6870.920
16.7150.892
16.7430.939
16.7720.912
16.8000.892
16.8280.922
16.8570.907
16.8860.890
16.9150.896
16.9440.903
16.9730.904
17.0020.931
17.0310.898
17.0590.905
17.0880.909
17.1170.902
17.1450.923
17.1740.904
17.2020.907
17.2310.919
17.2590.883
17.2880.912
17.3160.871
17.3450.918
17.3740.904
17.4020.904
17.4310.915
17.4600.935
17.4880.910
17.5170.909
17.5450.923
17.5740.878
17.6010.934
17.6290.897
17.6570.898
17.6850.904
17.7130.887
17.7410.923
17.7690.894
17.7970.901
17.8250.918
17.8540.915
17.8820.919
17.9100.893
17.9380.919
17.9660.901
17.9940.929
18.0220.926
18.0510.883
18.0790.911
18.1080.875
18.1360.910
18.1640.896
18.1930.879
18.2210.922
18.2490.887
18.2770.931
18.3050.905
18.3330.915
18.3610.894
18.3900.915
18.4180.915
18.4460.910
18.4740.916
18.5020.895
18.5300.895
18.5580.891
18.5870.871
18.6170.913
18.6460.903
18.6750.893
18.7040.912
18.7330.892
18.7620.895
18.7910.908
18.8190.905
18.8490.917
18.8780.929
18.9070.901
18.9350.911
18.9640.911
18.9920.887
19.0210.910
19.0500.903
19.0780.915
19.1140.911
19.1430.915
19.1710.885
19.1990.918
19.2280.940
19.2570.914
19.2850.891
19.3130.910
19.3420.916
19.3700.930
19.3980.894
19.4250.901
19.4540.886
19.4820.896
19.5100.932
19.5380.893
19.5660.893
19.5940.932
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