1. Introduction
Poland, as a member of the European Union, is obliged to reduce greenhouse gas emissions. One of the flagship projects aimed at achieving the planned reduction of GHG emissions is using wind farms to replace the energy deficit resulting from the gradually closing coal-fired power plants. By 2030, Renewable Energy Sources are to replace 66.6% of coal. Therefore, they constitute the main measures for achieving the target imposed by the European Union.
Over the last 10 years, the share of wind farms in the generating of electric power in Poland has increased more than 6-fold [
1]. In addition, the installed capacity has increased more than 5-fold during the period 2010–2020.
According to data from the Energy Regulatory Office, at the end of 2020, there were 1239 wind farms operating in the country, including 1111 with a capacity of less than 10 MW (89.7%) and 128 with a capacity greater than or equal to 10 MW. The amount of energy produced from wind sources is also systematically growing, and is being introduced into the Polish power system. In 2020, they produced 14,174 GW h of energy (compared to 13,903 GW h in 2019). Wind energy accounted for approx. 8.2% of the energy consumed in the country in 2019. According to the assumptions of the National Energy and Climate Plan for 2021–2030 (NECP) [
2], the share of energy from renewable sources is set to increase steadily, starting with 15% in 2020, then 17.6% in 2025, rising to 21% in the year 2030. Offshore wind farms are expected to contribute to achieving this goal in four years.
However, in addition to their benefits, wind farms also pose various threats to fauna and flora, the marine environment, and to the safety of navigation. Studies conducted in recent years have paid particular attention to the impact of wind farms on wildlife [
3,
4], and described a holistic approach to the problem of the impact of OWFs on the environment [
5,
6].
Until now, during research into the impact of OWFs on navigation safety, mainly quantitative methodologies have been used, including vessel traffic analysis as well as modeling and simulations [
7]. Data on the movement of commercial vessels were taken from AIS, and data on fishing and recreational units were taken from radar or visual observations. Statistical analysis of the impact of OWFs on sea traffic in terms of minimum passing distances and lateral distribution of ship trajectories in the vicinity of an OWF has also been applied [
8]. Unfortunately, this is a simplified analysis, based on the characteristics of the impact of OWF on a specific route, which is probabilistically modeled. However, the focus was not on the qualitative aspect of these data, or on the development of specialized software for precise data analysis and the generation of end products such as traffic maps of individual units, taking into account their type, length, and draft.
An accurate definition of OWF interference with the safety of navigation necessitates looking at Navigational Risk Assessment (NRA), defined as “a combination of the probability and consequences of undesirable events that arise as a result of the permutation of passive hazards and active failures in a system or process” [
9]. The terms “probability” and “consequences” refer to the likelihood of an accident and the nature and severity of the accident, respectively. Accordingly, the NRA process enables stakeholders to assess the likelihood, consequences, and overall risk of an undesirable event that an OWF creates for ship safety, using a variety of methods, models, tools, and even stakeholder feedback. The likelihood of an accident is usually assessed by analyzing vessel traffic in the area and forecasting the impact on vessel traffic when obstructions such as OWFs are installed or when the safe space available to ships is reduced due to an OWF.
When focusing on the issues of the spatial planning of the optimal location for OWFs, it is necessary to take into account three basic factors in the safe passage of a ship. First, the space around the ship and the nearby OWF should provide a safe buffer to allow an appropriate maneuver to be performed in an emergency, so as to avoid the hazard. The OWF and the navigation routes around the OWF should be designed so that the structure does not obstruct smaller vessels, e.g., fishing, recreational, or inspection vessels, which could create a risk of collision.
Second, the location of the OWF should not significantly interfere with the existing, customary route, mainly of a merchant ship. When planning the transition of such a unit, emphasis is placed on time and fuel costs. Too large a deviation from the current route may make them uneconomical [
10].
Third, account must be taken of the presence of other, persistent navigational hazards in the vicinity of the OWF, or other shipping routes that could affect the maneuverability of ships.
The general availability of AIS has contributed to the development of a large number of maritime traffic risk-modeling tools. Their composition includes statistical analysis of ship activity, geometric analysis of ship routes [
11,
12,
13], and time domain models, which have been used across the entire industry for several dozens of years [
14,
15,
16,
17]. A large number of the above-mentioned tools are frequently used by national regulators to support the development of wind farms, but many are of a prognostic nature and require an assessment of future traffic routes.
Another issue to consider is the determination of the interval at which ships should pass the OWF. The approach here differs from country to country. The Maritime and Coastguard Agency UK has defined the following scopes:
- -
0–0.45 nautical miles—unacceptable;
- -
0.45–2 nautical miles—acceptable, medium, and high risk;
- -
2–3.5 nautical miles—acceptable, low risk;
- -
>3.5 nautical miles—very low risk.
In turn, in 2014, the Pacific Northwest National Laboratory issued a report indicating that ships generally chose to leave a distance of 5 nautical miles from the OWF, and this was safe [
18]. On the other hand, the UK NOREL working group assumes that a distance of 2 nautical miles should be kept between the OWF border and the shipping route [
19,
20]. However, decisions regarding this parameter are generally made on a case-by-case basis, taking into account the existing obstacles and dangers to navigate as well as the location and layout of routes.
The research presented in this article focuses on the previously missing aspect of the effective use of AIS in spatial planning, supporting the optimal location of marine renewable energy installations through analysis, and the description of ship traffic in the form of quantitative and qualitative characteristics specified for various types of ships, as well as their draft and length. The results were obtained as part of an expert assessment of the impact of the planned OWF Baltic II on the safety of ships in Polish Maritime Areas and the effectiveness of their navigation, taking into account the existing shipping routes, and customary and traffic separation schemes commissioned by Baltic Trade and Invest (BTI) [
21]. Currently the OWF Baltic II is managed by RWE Renewables as the project owner. RWE is going to utilize the conclusions drawn from the expert opinion on the safety of ships in Polish Maritime Areas and the effectiveness of their navigation while implementing the project.
The novelty of the proposed methodology is that it allows for the simultaneous implementation of quantitative and qualitative analyses, both in a small area of the OWF, and on the nearby customary shipping routes or the established maritime traffic regulation system. To use this methodology, three following data sets are needed:
- -
describing maritime traffic (data come from coastal AIS stations);
- -
describing the boundaries of the OWF area along with buffers;
- -
about the marine environment (data obtained from electronic navigational charts, authorized by national hydrographic offices, guaranteeing their quality, reliability and timeliness).
The appropriate joint processing of these data sets makes it possible to obtain information to decide on the location of the OWF. The comparison of the gathered information, obtained before and after the building of the OWF, allows us to assess its impact on shipping.
The first part of the article presents the location of the planned OWF Baltic II in relation to the AIS coastal station system, the research tools used, as well as the AIS data coding and processing methodology.
The main part contains the developed quantitative and qualitative characteristics of ship traffic generalized to the area of the central coast of the Polish Maritime Areas (PMA) [
22], detailed for the area of the OWF Baltic II and covering the nearest shipping routes [
23].
The final part, however, is an analysis of quantitative characteristics, taking into account, inter alia, the main traffic flows and the analysis of qualitative characteristics broken down into the type, length, and draft of the vessel. Based on this, generalized final conclusions have been drawn.
2. Materials and Methods
Polish law requires an examination of the impact of MREI on the safety of the environment and shipping [
24]. The research used AIS data collected in the database of the polish coastal system AIS-PL in 2017 and made available by the Maritime Office in Gdynia [
25,
26,
27]. The identification of the characteristics of the vessels was carried out on the basis of information on vessel traffic obtained as a result of the appropriate processing of data from the AIS system (proprietary software). It concerned the part of the Baltic Sea basin where the OWF Baltic II is planned (
Figure 1).
Figure 1 shows the location of the OWF Baltic II in relation to the monitoring area covered by the AIS coastal station system on the Polish coast. The shipping area around the installation is within the operating range of the available shore stations, which provides access to archival and current data on vessel traffic in the OWF Baltic II zone.
2.1. Analysis Tools
Information on the characteristics of the vessels maneuvering in the OWF area was obtained as a result of processing “raw” AIS data. A specially prepared software application, “Analyzer”, was used for this purpose. The application was made in the C++ Builder 10.2.3 integrated application development environment [
28], designed for the Windows 10 operating system (
Figure 2).
Its basic functionalities allow for the processing of raw VDM/NEMA 0183 messages used for transmitting the entire content of the AIS message packet received via the VHF/RS 232C/RS 422 link into information useful for the quantitative and qualitative analysis of vessel traffic [
29,
30]. The information created in this way is made available in the form of a GRID file (for quantitative analysis) and a tabular file (for qualitative analysis). GRID files are in the form of a regular square grid. Each square was assigned a value corresponding to the number of ships “staying” in it during a given period of time, determined as a result of the analysis of the mutual positions of successive sections along which vessels move and sections delimiting individual GRID meshes (
Figure 3).
Figure 3 shows a fragment of the GRID (its four meshes) and two trajectories of vessel movement, which were determined on the basis of the coordinates of the positions of the vessels tracked in the AIS system. Inside each mesh (square) there is a knot that is assigned a value determined as a result of the analysis of the mutual position of the successive sections along which the vessel moves and the sections delimiting the individual meshes of the GRID mesh. The value of the knot increases by one if the section on which the vessel is moving crosses any of the sections that make up the sides of the square bounding the knot mesh. A vessel that has increased its value in a node may increase it by one only when the next section of its trajectory is crossed by one of the sections forming the sides of the square bounding the other mesh. This avoids multiple impacts of the same vessel on the same node. This is particularly important in the case of messages with position coordinates (no. 1–3, 18), which can be transmitted with high frequency (as much as every 2 s) depending on the navigational status, speed, and maneuvering method [
31]. The following are the relationships for determining the coordinates (
X,
Y) of the point of intersection of straight lines passing through points
and
forming the next segment of the ship’s trajectory, and lines passing through the sides of the square of the mesh for each node of the GRID:
The calculated coordinates of the point should fall on the analyzed square side-line, which means that the unit enters the mesh area, and the value of the knot should be increased by one. The format of the resulting GRID network saved into the output file is shown below [
32,
33].
This file can be imported by applications such as Geographic Information Systems (GIS), including MapInfo and ArcGIS, and used subsequently in these applications to create maps with the distribution of the intensity of vessel traffic on a cartographic basis (e.g., in the Mercator mapping projection). The resulting table files can, in turn, be imported by applications with a spreadsheet functionality, e.g., Microsoft Excel, and then used to create qualitative statistics on vessel traffic.
This file is created as a result of the appropriate processing of messages with static information about the ship, i.e., no. 5 and 24, into text form [
31]. It contains a numerical list of ships divided into types consistent with ITU-R M.1371-5 (
Table 1), based on the draft, length, and class of the AIS transponder used.
Software validation was carried out using the AIS transponder simulator and the real data about ships standing, entering and leaving ports (obtained from the Harbor Master’s Offices). The simulation generated a list of messages sent by many ships traveling on the same route (with a given Cross Track Distance (XTD)), standing at anchorages and moored to a harbor wharf. The compliance of the quantitative and qualitative values obtained with the developed software was checked with the true and simulated values corresponding to them. The results of the fifty validation tests carried out confirm the correctness of the software’s operation.
2.2. The Analysis Process
The analysis of vessel characteristics was based on the AIS-PL archive data collected in the NMSS (National Maritime Safety System) database in 2017. These data, in the form of an annual set of one-day files with a capacity of 39.6 GB (after unpacking), were made available by the Maritime Office in Gdynia.
On the basis of this set of files, using the original “Analyzer” software, 839322999 “raw” AIS messages were processed, and 64856, being incorrect, were rejected (including on the basis of the checksum), and then converted into GRID files and tabular files. Secondly, this allowed for the description of the movement of ships in the form of:
- -
quantitative characteristics—based on distributions of traffic intensity, made with the use of a GRID file with a mesh resolution of 2”;
- -
qualitative characteristics—based on spreadsheets used in Microsoft Excel to build statistics broken down by ship type, draft, and length.
These characteristics constitute the source of information used to identify the vessels sailing in the studied water, which helped to determine the customary routes and enabled the prediction of vessel movement in the spatial planning supporting the optimal location of offshore renewable energy installations.
5. Conclusions
The obtained research results confirm the hypothesis that it is possible to use historical AIS data during the implementation of the spatial planning process aimed at optimizing the location of marine renewable energy installations. After their appropriate processing, it is possible to obtain a description of vessel traffic in the form of quantitative characteristics, based on traffic intensity distributions, and qualitative characteristics, based on statistics broken down by ship type, draft, and length. These characteristics may, in turn, constitute a secondary source of information used to identify vessels sailing in the studied area. Thus, they can be used to determine the course of customary routes, the intensity of traffic, or the number of ships staying in a given water area in a given period of time.
The advantages of the proposed solution are as follows:
- -
the possibility of using the most reliable and qualitatively superior static and dynamic data regarding ships in the AIS for ship traffic analysis;
- -
the automation of the process of developing quantitative and qualitative characteristics for any sea area and time period (including those obtained from satellite AIS);
- -
the possibility of creating the course lines of customary shipping routes without the need to use marine navigation charts and nautical publications (e.g., with the division of ships into types, or with a specific draft or length).
The proposed methodology is used to obtain new information on shipping and the marine environment, supporting decision-making related to the planning of OWF locations. This is included in maps made up of three layers, i.e., ship streams generated on the basis of adequately processed AIS data, the boundary of the planned OWF area with buffers, and electronic navigational charts and statistical data specified for the various vessel types, draft and lengths. However, it should be emphasized that the final decision on the location of the OWF is made in an arbitrary manner. On the other hand, a comparison of the juxtaposed information obtained before and after building the OWF allows for only a final assessment of its impact on shipping.
The proposed solution is the effect of preliminary research, but based on the results, it can be concluded that this research is worth continuing, although it should be taken into account that the application of the proposed solution requires the collection and processing of very large AIS data sets. Therefore, future research could be focused on increasing the computational efficiency of the data processing process.