2.2. Lateral Parallel Distance
During the process of two ships approaching and moving away from each other, the flow velocity and pressure in the water around the ships change due to the influence of the ships’ draft and sailing speed. This phenomenon, where ships exert lateral suction and turning moments on each other, affecting their sailing attitude and trajectory, is known as the ship-to-ship effect, and it is also referred to as the ship-suction phenomenon. The ship-to-ship effect between two ships is related to the distance between the ships, their relative positions, ship speeds, and ship dimensions. The ship-to-ship effect is more pronounced when there is a significant difference in the size of the two ships, a small lateral distance, and high ship speeds.
Figure 3 illustrates the changes in the forces experienced by the bow, midship, and stern of the overtaking ship
i and the overtaken ship
j during the overtaking process.
In the context of ship overtaking, it is crucial to maintain an adequate lateral parallel distance to mitigate the ship-to-ship effects and ensure safe navigation. The lateral forces and torques can lead to deviations from the intended course if not properly managed, potentially leading to dangerous situations. Therefore, understanding and accounting for these effects are vital for the safe execution of overtaking maneuvers.
Varyani developed a general theoretical model that provides a theoretical analysis and calculation of the ship-to-ship effects during the overtaking process [
4]. The model yields the lateral force and yawing moment, as well as the coefficients of the lateral force
and yawing moment
, which are expressed as
where
is the water density,
,
is the speed of the overtaking ship and the overtaken ship,
is the beam of the ship,
is the length of the overtaking ship, and
is the draft of the overtaking ship.
The coefficients for the lateral force
and yawing moment
are given by
where
is the lateral distance between the ships,
is the average length of the ships,
is the average draft of the ships, and
is the depth of the waterway. The parameter t is used to describe the relative position of the overtaking ship
i with respect to the overtaken ship
j during the overtaking process.
The function
is defined as
For the analysis of the ship-to-ship effects during the overtaking process as the lateral and longitudinal distances change, the parameters for the overtaking ship are ; for the overtaken ship, the parameters are .
During maritime navigation, external environmental factors such as wind, wave, current, and visibility also influence ship maneuverability. The relevant research indicates that the impact of wind and current on ship behavior is correlated with the dimensions of the vessel, which constitutes a significant parameter in the force interactions between ships. This involves more nuanced studies in fluid dynamics, which can enhance the precision of computational outcomes. In the analysis and calculation of force interactions during overtaking situations, the influence of visibility is minimal due to the proximity of the vessels. This paper focuses primarily on grasping the static and dynamic parameters inherent to ship motion, assuming an ideal navigational environment.
2.3. Longitudinal Following Distance
The concept of longitudinal following distance has its origins in the field of road traffic, where it is primarily used to analyze the safe distance between vehicles.
Figure 4 illustrates a schematic of the following phase in a straight waterway overtaking scenario. Let the displacement of the leading vessel during an emergency stop be denoted as
. The distance traveled by the following vessel during the reaction time is represented by
, and the distance it travels while decelerating to a stop is
. The minimum safe headway distance that should be maintained after both vessels have come to a stop is
. The safety following distance during the pursuit phase,
, is the minimum distance that the following vessel should maintain to prevent a collision, assuming the leading vessel makes an emergency stop.
In the overtaking following phase, due to the significant differences in ship types and maneuvering performance, the calculation of the safe following distance requires an analysis of the ship’s maneuvering characteristics. The stopping distance, backing distance, and stationary distance during the ship’s navigation process need to be calculated and analyzed based on the ship’s characteristic parameters.
The distance a ship travels from the moment the engine stop command is issued until the ship ceases to move through the water at a certain speed is called the stopping distance, which is denoted as
:
where
represents the time constant for the ship’s speed to halve (min), which varies with displacement, and
is the ship’s speed at the time of stopping (m/s).
The distance a ship travels from the moment the command is given to start backing, moving forward three times and then backing three times, until the ship ceases to move through the water is called the backing distance. This distance is also known as the emergency stopping distance or the minimum stopping distance, which is denoted as
:
where
is the backing distance (m);
is the acceleration due to gravity (9.8 m/s
2);
is the ship’s displacement (t);
is the virtual mass coefficient in the forward direction of the ship, which can be obtained experimentally (for Very Large Crude Carriers or fat-hulled ships, it can be taken as 1.07);
is the propeller’s backing pull (t), which can be estimated using
= 0.01
(where
is the backing power);
is the ship’s speed when backing (m/s).
The time it takes for a ship to issue a command from the moment an incident is detected during the stopping process is called the reaction time,
, which is generally taken as 60 to 90 s. The distance traveled by the ship during the reaction time is denoted as
:
The minimum longitudinal distance between a ship that has taken stopping measures and has come to a stop and the ship in front is denoted as
:
where
is an adjustment coefficient, which is typically taken as (1/4~1).
Based on the ship’s maneuvering characteristics, knowing the longitudinal forward direction, with the following ship
i following the leading ship j, if the leading ship
j experiences a sudden failure and makes an emergency stop, the safe initial longitudinal distance that the following ship
i should maintain (the minimum safe following distance) is denoted as
. The stopping distance of the leading ship is
, and according to the ship’s maneuvering performance, the following ship’s travel distance during the reaction time is
, and the braking distance of the following ship is
.
where
,
is the parameter for the driver to make an emergency stop and regular stop,
.
The minimum safe following distance
can be expressed as
where
,
(m/s) are the speeds of the overtaking and overtaken ships,
is the reaction time, which is the time from detecting an incident to issuing a command, typically taken as 60~90 s, indicating the aggressiveness of driver
i. If the speeds of the two ships are the same, the term involving
and
simplifies to
:
Safe following distances are paramount in preventing collisions. The longitudinal control model, which incorporates safe following distances, is designed to describe and control the longitudinal motion of vehicles. While numerous models for longitudinal vehicle motion control exist, the Pipes model suffers from blind following issues, and the GM model focuses solely on the interactive forces between vehicles, failing to initiate autonomous vehicle operation. Similar limitations are prevalent in other models. Building upon field theory, Ni has proposed the Longitudinal Control Model (LCM), which considers only acceleration and deceleration in the following direction, representing a specific response of the driver to the overall field
in the longitudinal direction, and it is also applicable in ship maneuvering [
23].
Ni captures the nexus and distinctions between traffic and physical systems, grounding the theory in widely accepted fundamental principles and directly describing vehicular traffic phenomena through phenomenology. As traffic systems encompass both living entities and non-living components, the theory is subject to the dual constraints of physical laws and societal norms, which are encapsulated in four main hypotheses [
24]. On this foundation, Ni has streamlined field theory to consider only the virtual forces in the longitudinal direction, constructing a longitudinal control strategy for road vehicles. Similarly, in maritime traffic, the system also includes both living entities and non-living components. Considering only the virtual forces in the longitudinal direction within field theory as it pertains to the advance of a ship, this leads to four hypotheses for waterway traffic as follows:
Hypothesis 1. The waterway is a physical field. That is, the driver–vehicle unit is subject to the virtual force of gravity and the resistance
due to maritime traffic regulations, as shown in
Figure 5. The virtual force of gravity
is a subjectively perceived force, and its direction is consistent with the longitudinal forward direction of the ship. Here, represents the mass of the vessel, and is the gravitational acceleration perceived by the driver, which is a function of the driver’s aggressiveness, the maneuvering performance of the vessel, and the navigable environment of the waterway, i.e., .
Additionally, the vessel is subject to resistance
caused by navigation rules, which is related to the difference between the driver’s perceived actual speed and the desired speed, and the direction of it is opposite to the longitudinal forward direction of the vessel. Thus, the longitudinal force acting on vessel
i is
where
is the acceleration of vessel
i. Since the right side of the equation represents the net force available for vessel acceleration, it can be understood as the unmet maneuverability of the vessel’s driver. When the speed
is lower than the desired speed
, the resistance increases as the vehicle speed
increases, eventually bringing the right side of the equation to zero, at which point the vessel maintains the desired speed
. Similarly, when the vessel’s speed is higher than the desired speed
, the acceleration is negative, and the vessel decelerates until it reaches the desired speed
.
Therefore, the unmet maneuverability of the driver can be expressed as
where
is a calibration parameter.
Hypothesis 2. The reaction of the vessel’s driver to the surrounding environment is anisotropic. Unlike the interactive forces in classical mechanics, this hypothesis takes into account the driver’s attention, which is a human and subjective factor. It designates the area directly in front of the driver as the driver’s keen visual field, as shown in Figure 6. In the diagram,
represents the driver’s field of view. The force
is the actual force exerted on the driver, which depends on the driver’s attention to
.
Hypothesis 3. Vessel drivers interact within a certain spatial distance. This hypothesis represents the drivers’ perception of the surrounding navigation environment and the preventive measures they take through a field, as shown in Figure 7, which is the collision danger perceived by the driver. The field perceived by the driver exerts a repulsive force on the driver, and the closer the distance, the greater the repulsive force perceived by the driver. In the diagram, the elliptical dashed area represents the base of the field generated by other vessels that the driver of vessel i perceives, with cross-sections in the horizontal and vertical directions, as shown by the curves above the x-axis and y-axis.
Hypothesis 4. Ship drivers always strive to seek benefits and avoid harm. Considering the driver’s driving strategy, the field caused by the moving object, the waterway, and traffic control is represented by an overall field .
By extracting the static characteristics of the ship such as length, width, and draft, as well as dynamic characteristics such as ship position, speed, and heading, and calculating the ship’s safe following distance and safe lateral distance based on the ship’s maneuvering performance parameters, a two-dimensional Gaussian distribution is used to construct the ship’s field. Considering the safe longitudinal and lateral distances for ships, parameters a and b are set:
where
is the length of the ship;
is the safe following distance for the ship;
is the width of the ship;
is the safe lateral distance;
is the horizontal coordinate value of the ship’s position;
is the vertical coordinate value of the ship’s position;
is the ship’s lateral spatial extension parameter; and
is the ship’s longitudinal spatial extension parameter. The relative potential field constructed based on the ideal following distance and safe lateral distance during ship overtaking exerts an increasing repulsive force on the overtaking ship.
The
is viewed as a mountain range, where the altitude of the mountains represents the level of risk of harm, and the driver’s driving strategy is represented as traversing the current mountain range along valleys that are both energy saving and safe, as shown in
Figure 8.
In maritime traffic, the factors to be considered and the environment faced are more complex than those in road traffic. For overtaking ships in straight waterways, the following process of ship overtaking can be described using field theory to analyze the driving environment faced by the driver, the maneuverability of the driver, and the longitudinal navigation congestion, establishing a longitudinal control strategy for channel ships.
Along the longitudinal forward direction, the field profile experienced by driver i, denoted as
, mainly depends on the only
j ship directly ahead. Therefore, the repulsive force
that ship
i experiences longitudinally can be derived from
, that is
From Hypothesis Four, the net force acting on ship
i in the longitudinal direction is
As illustrated in
Figure 9, the safe following distance
is set as the baseline. When ship
i intrudes upon this baseline, it experiences a repulsive force that is proportional to the exponential of the invasion distance:
Here, represents the invasion distance of ship i.
In summary, the longitudinal control strategy for driver
i can be expressed as
In the above equation, incorporating time
, considering the drivers reaction time
, setting
, adjusting the coefficient of
, and eliminating
yields
Here, is the response of the driver at time , which is delayed by the reaction time , is the maximum acceleration the driver wishes to achieve from a standstill, is the actual speed of the ship, and is the driver’s ideal speed.
This model includes only parameters with practical significance; it has physical and practical meaning, and various safety rules can be incorporated into the model through the ideal headway .
Furthermore, when overtaking, it is necessary to fully consider the port and starboard overtaking allowable spaces of the overtaken ship to avoid collision risks with other ships. A circular area is defined with the midpoint of the overtaken ship as the origin and as the radius , and the ship information within this area is filtered. At the same time, the circular area is divided into the port overtaking space and starboard overtaking space by the boundaries of the overtaken ship’s port and starboard sides.
Filtering ships within the port and starboard overtaking spaces and constructing a ship field, as shown in
Figure 10, involves calculating the minimum distances
and
between the ship field of the overtaking ship and that of the overtaken ship, as shown in
Figure 11. This process provides a theoretical basis for analyzing the conditions under which overtaking is permitted.