Research on Oscillating Characteristics of the Shear Layer on the Ship Bottom with a Moonpool under the Action of the Current and Wave

For some research vessels, a sonar is installed in the moonpool, and some acoustic detection equipment are installed on the ship bottom behind the moonpool, which helps to avoid the impact of the high-speed ﬂow. The moonpool causes the ship bottom discontinued, forming a particular shear layer oscillation. The shear layer oscillation aﬀects the bubble generation and motion in and behind the moonpool. The sonar and acoustic equipment will malfunction when surrounded by many bubbles. However, there is almost no research on the shear layer oscillation near the moonpool. So, in this paper, by measuring the pressure near the moonpool and monitoring the ﬂuid motion in the moonpool and bubbles’ distribution along the ship bottom, the shear layer oscillation near the moonpool is studied experimentally under the action of the incident current and wave. Furthermore, the eﬀects of the sonar and the moonpool shape are investigated. It can be seen that the shear layer oscillation excites the ﬂuid motion in the moonpool. The sonar forms a complicated boundary in the moonpool, resulting in the increase in the frequency of the shear layer oscillation. The shear layer propagates along the ship bottom in the form of the ship bottom wave. Clarifying the oscillating characteristics of the shear layer along the ship bottom with a moonpool is conducive to the design of moonpools in the research ships, and the detection instruments are arranged in the right place along the ship bottom, so as to make sure the detection instruments work properly and detect the marine environment more accurately.


Introduction
Some research vessels are equipped with sonars and acoustic detection instruments to detect the marine environment. e sonar is installed in the moonpool to avoid the impact of high-speed fluid. e acoustic detection instruments used in conjunction with the sonar are arranged on the ship bottom behind the moonpool [1][2][3][4]. e moonpool causes the ship bottom discontinued. e sonar is of variable cross sections, which forms a complex boundary in the moonpool. A particular shear layer oscillation is formed near the moonpool. e shear layer oscillation affects the bubble generation and motion in and behind the moonpool. On the one hand, bubbles gather around the sonar; on the other hand, the bubbles expel from the moonpool, forming the bubble layer under the acoustic detection instrument. Under the interference of bubbles, sonar and detection instruments work abnormally. Both bubble generation and motion are closely related to the shear layer oscillation.
Most objects of the research studies on the shear layer oscillation were aerodynamic cavity instead of the moonpool [19][20][21][22][23]. e shear oscillation was studied by visual methods such as laser Doppler velocity measurement (LDA) and particle image velocimetry (PIV) [24][25][26]. e shear layer oscillation often occurred in an unbounded jet, a cavity flow, a bluff body flow, and so on [27,28]. e studies of shear layer oscillation were about flow separation and feedback disturbance [29,30]. ere were many disturbances in the shear layer oscillation. When the amplitude of the disturbance increased, it caused the instability of the oscillation. And the disturbance was enhanced by the pressure wave, which was formed on the impact wall [31][32][33][34].
As mentioned above, it can be found that most of the research studies on shear layer oscillations are about the open cavity flow or the jet. However, there is not too much research about the shear layer oscillation near the moonpool. To know the motion mechanism of the fluid and bubbles near the moonpool, there is a critical need to study the shear layer oscillation near the moonpool. In this paper, under the action of the incident current and wave, the shear layer oscillation near the moonpool is studied experimentally. By quantizing and analyzing the pressure near the moonpool and monitoring the fluid motion in the moonpool, the effects of the sonar and the moonpool shape on the shear layer oscillation are investigated. Furthermore, by monitoring the bubbles' distribution along the ship bottom, the propagation of the shear layer along the ship bottom is researched. e rest of this paper is organized as follows. In Section 2, we present the experiment setup and data processing method. Under the action of the incident current, the influence of the sonar, the flow speed, and the moonpool shape on the fluid motion and the shear layer oscillation is investigated in Section 3. In Section 4, the fluid motion and the shear layer oscillation in the moonpool under the combined action of the wave and current are researched. e ship bottom wave, which is a flowing form of the free shear layer oscillation along the ship bottom, is analyzed in Section 5. Finally, we conclude the paper in Section 6.

Experiment Setup and Data
Processing Method e experiment is carried out in a towing tank, which is 108 m long, 7 m wide, and 4.5 m deep. e wave maker is located at the front of the towing tank. To illustrate the experiment setup, Figure 1 gives the experiment layout. As shown in Figure 1, the ship model and the trailer are connected by a tow bar. e drag speed is between 0.1 m/s and 6.5 m/s. e motion accuracy of the trailer is 0.1%. To photograph the fluid motion in the moonpool, the back wall of the moonpool is transparent. A LED lamp and high-speed camera are used to monitor the fluid motion in the moonpool. e ship model is 4 m long, 1.357 m wide, and 0.357 m in draught. To study the influence of the moonpool shape on the shear layer oscillation, a square moonpool and a rectangular moonpool are set up in this paper. e square moonpool is 0.257 m wide and 0.357 m in draught. e rectangular moonpool is 0.257 m long, 0.2 m wide, and 0.357 m in draught. e bottom edge of the moonpool near the bow is the leading edge. e bottom edge of the moonpool near the stern is the trailing edge. e sonar is of variable cross sections. To measure bubble width and height at different transverse sections of the ship, the PIV is arranged on the side of the ship model. e traditional tracer particles will be suspended in water for a long time, and the bubbles will automatically dissipate in water. erefore, bubbles are chosen to replace the traditional tracer particles as a tracer to meet the requirements of multiple tests in a short time. e change in the distribution of bubbles on the cross section reflects the influence of the shear layer oscillation. To ensure a sufficient amount of bubbles, air is ventilated into water through the vent to generate artificial bubbles. e vent is located at the leading edge. e ventilation volume is set to 100 L/min.
To measure the fluid pressure change near the moonpool, seven pressure sensors are arranged along the ship bottom.
e midpoint of the leading edge is set as the original coordinate. e forward direction of the stern to the bow is the positive direction of the X-axis; the forward direction of the ship middle to starboard is the positive direction of the Y-axis; and the vertical upward direction is the positive direction of the Z-axis. e coordinates of the pressure sensor are shown in Table 1. Sensor 1 is installed below the free surface. Sensors 2～4 are installed at the moonpool bottom. Sensors 5～7 are installed along the ship bottom behind the moonpool.
Twenty-one test cases are set in the paper. e details of the test cases are given in Table 2. e setting of the test cases includes the following influencing factors, such as the moonpool shape, the sonar, the flow speed, and the incident wave.
We considered the uncertainty level of the experiment. According to the tank dimensions, we reasonably design the ship model. To obtain accurate data, the high-precision trailers, PIV, high-speed cameras, and pressure sensors are selected.
e experimental data are verified with the experimental phenomena mutually. Bubbles are used as tracer particles to meet the requirements of multiple tests in a short time. One case is repeated several times, and the experimental results are consistent with each other, indicating that the experimental accuracy is good.

Data Processing Method.
In this experiment, the pressure data are measured by the pressure sensors. e pressure data are nonstationary and random. ere are some signals with multiple frequencies in the original pressure signal. e stationary Gaussian signal can be transformed using the Fourier method. e nonstationary and random signal can be transformed using the short-time Fourier transform (STFT), wavelet transform, and empirical mode decomposition (EMD). EMD was proposed by N. E. Huang and others at the National Aeronautics and Space Administration. In this paper, to obtain the intrinsic mode functions (IMFs) representing different oscillation modes, the empirical modal decomposition (EMD) method is used to decompose the original pressure signal. e signal processing steps are as follows. First, as shown in equation (1), the mean value of the signal is calculated: where m 1 (t) is the mean value of the original signal; e up (t) is the max value; and e down (t) is the min value. e original signal is subtracted from the average value to obtain h 1 (t). After repeating the above steps k times, the obtained signal meets the requirements of the eigenmode function.
where h 1 (t), h 2 (t), h k−1 (t), and h k (t) are the signals obtained after the first, second, k − 1-th, and k-th processing, respectively, x(t) is the original signal, and m 2 (t) and m k (t) are the mean values of the signals obtained in the first and k-th processing, respectively. Different eigenmode functions are separated from the original signal through different calculations and cycles of equations (1) and (2).
where c 1 (t) is h k (t) obtained from the first loop; c 2 (t) and c N (t) are obtained from the second and N-th loop; r 1 (t) is the remaining signal after subtracting the c 1 (t) signal from the original signal; r 2 (t) is the remaining signal after subtracting the c 2 (t) signal from the r 1 (t) signal; r 2 (t) is the remaining signal after subtracting the c 2 (t) signal from the r 1 (t) signal; and r N (t) is the remaining signal after subtracting the c N (t) signal from the r N−1 (t) signal. Finally, the original signal x(t) can be expressed as shown in the following equation: To better illustrate the analysis process of the pressure signal, the pressure signals of sensor 2 and IMF are given in Figure 2. As shown in Figure 2, the original pressure signal is decomposed by the empirical modal method to obtain 10 IMFs. ere are two high peaks that appear when t is 2.26 s and 6.87 s in the original pressure signal. ey are due to the acceleration and deceleration of the trailer. erefore, IMFs 1 ∼ 3 are the interference signal in the test.
To illustrate the information contained in the IMF, the spectrum analysis maps (SAM) for IMFs 1 ∼ 10 of sensor 2 are given in Figure 3. As shown in Figures 3(b) and 3(c), the frequency peak of SAM 3 is similar to that of SAM 4. So, IMFs 1 ∼ 4 should be eliminated. e piston resonance motion in the moonpool occurs when the frequency of the shear layer oscillation is close to the natural frequency of the piston motion in the moonpool. e frequency of the shear layer oscillation can be estimated by calculating the natural frequency of the piston motion in the moonpool. A piston natural frequency formula of the moonpool was obtained in our previous paper [35]: Mathematical Problems in Engineering where d is the draught of the moonpool and L is the length of the moonpool. e calculated frequency of the piston motion in the moonpool is 0.74 Hz. e frequency peak of SAM 10 is 0.06248 Hz. SAM 10 with a low frequency is the accumulated error during the signal decomposition process. So, IMF 10 should be eliminated. e frequency peaks of SAMs 5 ∼ 9 are given in Table 3. e oscillation frequency of the shear layer has not been confirmed until this time.
e shear layer flows from the leading edge to the stern and impacts on the trailing edge. Sensor 2 is located at the leading edge; sensor 3 is located at the trailing edge. erefore, the oscillation frequencies of the shear layer at sensors 2 and 3 should be similar. e frequency peaks of SAMs 4 ∼ 8 are given in Table 4.
Comparing the frequency peaks of the spectrum analysis maps in Tables 3 and 4, it can be found that there is a same value, which is 2.187 Hz. erefore, 2.187 Hz is the frequency of the first-order shear layer oscillation with Fr � 1.32. Similarly, the frequency of the second-order shear layer oscillation is 3.311 Hz.

Influence of the Sonar on the Fluid Motion and the Shear Layer Oscillation.
To study the fluid motion in the moonpool without a sonar, Figure 4 gives the max fluid motion in the rectangle moonpool without a sonar at different speeds. As shown in Figures 4(a) and 4(b), when Fr is 0.81 and 1.07, the sailing speed and the motion amplitude of the free surface are relatively small. e free surface motion is caused by the motion of the ship hull. It shows that the shield effect of the moonpool is obvious.   As shown in Figure 4(c), when Fr is 1.32, the sloshing motion in the moonpool is obvious. As shown in Figure 4(d), the maximum amplitude of the sloshing motion in the moonpool is 4.5 cm when Fr is 1.58. As shown in Figure 4(e), when Fr is 1.83, the amplitude of the sloshing motion increases to 6.5 cm. As Fr increases, the amplitude of the fluid motion in the moonpool increases, and the fluid motion becomes more intense. Based on the theory of the shear layer oscillation and the structure characteristics of the moonpool, the mechanism of the shear layer oscillation in the moonpool is analyzed. To analyze the fluid motion near the moonpool more vividly, a schematic diagram of the fluid motion near the moonpool is given in Figure 5. As shown in Figure 5, a boundary layer with a velocity gradient is formed at the leading edge of the moonpool. e boundary layer leaves the interface, which forms a free shear layer. A large amount of fluid flows into the moonpool from the rear of the moonpool and flows forward in the moonpool, which forms an internal circulation. Some other fluids flow downstream in the form of a      [35]. Many bubbles leak from the back of the moonpool. Due to the velocity gradient of the free shear layer, the instability of the shear layer oscillation is aggravated, and the fluid oscillation is amplified. e shear layer oscillation exacerbates the exchange of fluid inside and outside of the moonpool. Under the action of current, when the shear layer oscillation frequency is similar with the natural frequency of the piston motion or the sloshing motion, the resonance motion occurs in the moonpool. Some fluid disturbances affect the free shear layer oscillation. e fluid disturbances are mainly of two types. One type is the hydrodynamic disturbance which is mainly the piston motion and the sloshing motion in the moonpool. e other type is pressure wave, which forms when the free shear layer oscillation impacts on the trailing edge of the moonpool. Ma (Mach number) is 0.002 in this paper, which is very small. e fluid flow speed is much less than the sound speed. erefore, the influence of pressure wave on the free shear layer oscillation can be neglected. When the fluid disturbances promote the flow separation under the moonpool bottom, the shear layer oscillation is enhanced. A closed feedback loop is formed, and the free shear layer oscillation can be referred to as the self-sustained oscillation of the shear layer.
To better illustrate the influence of the sonar in the moonpool, Figure 6 gives the max fluid motion at different speeds in the rectangle moonpool with a sonar. As shown in Figure 6, the free surface is asymmetrical. e sloshing motion occurs in the moonpool. When Fr is 0.81, the amplitude of the free surface motion is only 0.9 cm. When Fr is 1.83, the amplitude of the free surface motion is 3.5 cm.
e amplitude of the sloshing motion increases as Fr increases. e greater Fr, the more intense the fluid motion in the moonpool. e amplitude of the sloshing motion in the moonpool with a sonar is much smaller than that in the moonpool without a sonar. It is because that the sonar is of variable cross sections. e sonar takes up a lot of volume in the moonpool, reducing the space for the fluid motion in the moonpool. When the sonar is installed in the moonpool, the fluid near the sonar will flow around. e energy of the fluid motion in the moonpool is dissipated. In other words, the energy of the shear layer oscillation is dissipated.
Under the influence of the sonar in the moonpool, the mode of the fluid motion in the moonpool changes. To analyze the fluid motion near the moonpool with a sonar more vividly, a schematic diagram of the fluid motion near the moonpool with the sonar is given in Figure 7. As shown in Figure 7, under the action of the sonar, the large eddy with a low frequency is transformed into some small eddies. erefore, the fluid motion in the moonpool changes. Under the action of the shear layer oscillation, bubbles leak from the moonpool.

Influence of Flow Speed on the Shear Layer Oscillation.
By the empirical modal decomposition method, the frequency of the shear layer oscillation near the moonpool at different flow speeds is analyzed. To better study the change law of the shear layer oscillation frequency, St (Strouhal number) of the shear layer oscillation is defined as where f is the frequency of the shear layer oscillation; L is the length of the moonpool; and v is the flow speed.
To study the change law of St with Fr, Figure 8 gives the variation of St with Fr of sensor 2 in the square moonpool with a sonar. As shown in Figure 8 To verify the accuracy of the test, several tests are repeated four times. Figure 9 gives the variation of the first- and second-order frequencies of the shear layer oscillation with Fr of sensor 2 in the square moonpool with a sonar. Results of Figure 9 are rather obvious; it would be enough to state that there is a good repeatability of the tests with a maximum error of 5%. It confirms the reliability of the test and data processing methods. However, when Fr � 1.83, the frequencies of the shear layer oscillation are not obtained in the fourth experiment.
To find out the reason that the fourth experiment results are different from the first three experiments, the fluid motion in the square moonpool with a sonar of the fourth experiment is given in Figure 10. As shown in Figure 10, the piston motion in the moonpool is obvious. e period of the piston motion is approximately 1.29 s. A frequency peak of 0.777 Hz can be obtained from the data of sensor 2. erefore, 0.777 Hz is the piston motion frequency. To verify the fluid motion form in the moonpool with Fr � 1.83, sixteen experiments are repeated. In the three tests with Fr � 1.83, the piston motion in the moonpool is obvious. In the other three experiments, the sloshing motion in the moonpool is obvious.
When the piston motion occurs in the moonpool, the shear layer oscillation is not captured by the pressure sensors. It indicates that the piston motion breaks the shear layer oscillation. During the trailer acceleration, the fluid in the moonpool Mathematical Problems in Engineering leaves the equilibrium position. When the ship model is sailing, the motion velocity of fluid outside the moonpool is greater than that in the moonpool. erefore, the pressure in the moonpool is greater than the pressure outside the moonpool. e fluid in the moonpool will flow out of the moonpool under the action of the pressure difference. e fluid inside and outside the moonpool communicates with each other and contacts with the air directly. e atmospheric pressure will cause the external fluid of the moonpool to flow into the moonpool again. erefore, a one-dimensional vibration system is formed, which produces a phenomenon similar to Helmholtz resonance. e amplitude of such piston motion is much greater than that caused by the shear layer oscillation.
is type of piston motion changes the hydrodynamic feedback model of the fluid oscillation in the moonpool. It also shows that the sloshing motion and the shear layer oscillation near the moonpool bottom influence each other. e fluid motion in the moonpool strengthens the separation of the free shear layer at the leading edge of the moonpool.

Influence of the Moonpool Shape on the Shear Layer
Oscillation. To illustrate the influence of the moonpool shape on the shear layer oscillation, Figure 11 gives the variation of St with Fr of sensor 2 in the rectangular moonpool with a sonar. As shown in Figure 11(a), St changes little as Fr increases. Compared with the result for the square moonpool in Figure 8, the change law of St with Fr for the square and rectangular moonpool with a sonar is similar. It indicates that the width is not an important feature scale for influencing the shear layer oscillation.
Sonar and the wall of the moonpool form complex boundary conditions for the fluid motion in the moonpool. To illustrate the influence of the complex boundary condition in the moonpool, Figure 11(b) gives the variation of St with Fr in the rectangular moonpool without a sonar. As shown in Figure 11 To illustrate the influence of the bottom shape and the boundary condition in the moonpool on the shear layer oscillation, Figure 12 gives the frequencies of the shear layer oscillation in different moonpools. As shown in Figure 12, the first and second frequencies of the shear layer oscillation in different moonpools increase as Fr increases. e firstand second-order frequencies for the square and rectangular   Mathematical Problems in Engineering moonpools with sonars are similar. It indicates that the shear layer oscillation frequency is less affected by the width of the moonpool. When there is a sonar in the moonpool, the frequency of the shear layer oscillation increases. e first-order frequency peak of the shear layer oscillation is larger than that of the second order and higher order. It shows that the energy of the shear layer oscillation is mainly concentrated on the first-order oscillation. When Fr is small, the frequency of the highorder shear layer oscillation is similar to the natural frequency of the fluid motion in the moonpool. However, at this time, the strength of the shear layer oscillation at a low speed is relatively small. e amplitude of the free surface motion in the moonpool is relatively small. In other words, the excitation action of the high-order shear layer oscillation on the fluid motion in the moonpool is not obvious. Although the free surface oscillation is small, the pressure sensors can still capture the shear layer oscillation near the moonpool bottom. erefore, the vortex motion in the moonpool should be the dominant factor of the fluid dynamics feedback.
Under the action of the incident current, the shear layer oscillation is the main excitation source for the fluid motion in the moonpool. e fluid motion in the moonpool is  Mathematical Problems in Engineering forced. When the frequency of the shear layer oscillation is similar to the natural frequency of the fluid motion in the moonpool, the fluid motion in the moonpool will bring positive feedback to the shear layer oscillation. e resonance motion will occur in the moonpool. e frequency of the shear layer oscillation is directly related to the moonpool length, the boundary conditions in the moonpool, and the flow speed.

Under the Combined Action of the Incident Flow and Current
To illustrate the fluid motion in the moonpool under the combined action of the wave and current, Figure 13 gives the fluid motion in the square moonpool with a sonar under the combined action of the wave and current. As shown in Figure 13, the piston motion can be observed obviously between 19.75 s and 22.37 s. When t is 19.75 s, the fluid flows to the lowest point in the moonpool. en, the free surface begins to rise. When t is 20.37 s, the fluid flows to the highest point in the moonpool. As shown in Figure 13, when t is 14.93 s, there are sloshing motions in the moonpool. erefore, the piston and the sloshing motion are coupled with each other in the moonpool under the combined action of the wave and the current. e fluid motion in the moonpool is mainly the sloshing motion under the action of the incident current. e action of the incident wave changes the fluid motion in the moonpool. Under the combined action of the wave and current, the period of the piston motion in the moonpool is about 1.26 s, which is similar to the natural oscillation period of the piston motion in the moonpool [35]. And some of them differ from the incident wave period. At the same time, under the combined action of the wave and the current, the biggest amplitude of the free surface motion in the moonpool is 7.5 cm, which is much larger than the one under the action of the incident current.
To illustrate the effect of waves on the fluid motion in the moonpool, Figure 14 gives the fluid motion in the moonpool under the action of different waves. As shown in Figure 14, under the action of wave 2, the sloshing motion, instead of the piston motion, occurs in the moonpool. Under the action of wave 3, the piston motion in the moonpool is obvious. e period of the piston motion is about 1.29 s, which is similar with the one under the action of wave 1. e amplitude of the free surface motion under the action of wave 1 is greater than that under the action of waves 2 and 3. is is because the wavelength of wave 1 is similar to the length of the moonpool. e standing wave occurs in the moonpool. For wave 1, two frequency peaks at the leading edge and the trailing edge are achieved, which are, respectively, 0.7918 Hz and 2.059 Hz. e frequency of the piston motion in the moonpool is about 0.8 Hz in the test. us, 0.7918 Hz is the frequency of the piston motion, and 2.059 Hz is the frequency of the incident wave.
Under the combined action of the wave and current, the self-sustained oscillation of the shear layer is not found. It is mainly because the incident waves change the fluid motion in the moonpool, and the original shear layer oscillation is destroyed. e stable feedback of the shear layer oscillation cannot be formed. Under the action of the uniform flow, the excitation source of the fluid motion in the moonpool is the self-sustained oscillation of the shear layer. Under the combined action of the wave and current, the excitation source at this time is mainly the incident wave. e periodic rise and fall of the incident wave induces piston motion in the moonpool. When the incident wave transmits into the moonpool, the standing wave is formed in the moonpool, which induces the sloshing motion in the moonpool.

Ship Bottom Wave
To study the effect of the shear layer oscillation on the flow field along the ship bottom behind the moonpool, Figure 15 gives the distribution of bubbles on the transverse section at 1.07 m behind the square moonpool. As shown in Figure 15, the concentration, thickness, and width of bubbles change periodically. And the bubble behind the moonpool flows at a specific angle, which deviates from the longitudinal section in the center plane. From these various phenomena observed in the experiment, it can be found that there should be some kind of fluctuation along the ship bottom behind the moonpool. In the following paper, this fluctuation is called the ship bottom wave.
To study the formation cause of the ship bottom wave along the ship bottom behind the moonpool, a schematic diagram of the fluid motion near the moonpool is given in Figure 16. As shown in Figure 16, the shear layer oscillation separates at the moonpool bottom, forming the free shear layer oscillation. e fluid in the moonpool and outside the moonpool can be regarded as two kinds of fluids: the high-speed fluid outside the moonpool and the low-speed fluid in the moonpool.
ere is an interface between the two fluids. In our previous research, because the free surface sucks gas, bubbles are formed in the moonpool. e fluid density in the moonpool will change.
is unstable flow phenomenon near the moonpool is similar to the Kelvin-Helmholtz instability. e interface between the two fluids changes constantly under the influence of the flow instability.
According to the theory of flow stability, in the parallel flow, the linear perturbation wave moves in the form of traveling waves. e motion direction of the traveling wave is consistent with that of the current. e ship bottom wave is a kind of traveling wave, which is due to the free shear layer flowing downstream. e bottom wave can be regarded as a kind of three-dimensional Tollmien-Schlichting wave (T-S wave). e distribution of the bubble layer in the width direction behind the moonpool should be affected by a diffusion effect of the T-S wave.
To illustrate the oscillation characteristic of the shear layer near the moonpool, Figure 17 gives the spectrum analysis maps for the shear layer oscillation at different points along the ship bottom with Fr � 1.83. As shown in Figure 17, the frequency peak of the shear layer oscillation at the trailing edge is much larger than that at the leading edge. 10 Mathematical Problems in Engineering It is because that when the shear layer oscillation passes from the leading edge to the trailing edge, it will impact on the trailing wall. e same frequencies of the shear layer oscillation, which are 3.036 Hz and 4.554 Hz, are found in the spectrum analysis maps for sensors 2～7. erefore, it verifies that the shear layer oscillation impacts on the trailing edge and detaches at the moonpool bottom to produce the free shear layer oscillation. e free shear layer oscillation flows backwards along the ship bottom in the form of the ship bottom wave.

Conclusion
Due to the application of the new moonpool, the detection instruments are not working properly, and the detection effect is poor. e influence of the new moonpool on the flow field around the ship must be studied. In this paper, the shear layer oscillation near the moonpool with a sonar is studied by the experimental method and the empirical mode decomposition method. e main conclusions can be summarized as follows: (1) Under the action of the uniform flow, the shear layer oscillation near the moonpool bottom excites the fluid motion in the moonpool.

Conflicts of Interest
e authors declare that they have no conflicts of interest.