1. Introduction
The opening of a wind power project is determined based on a feasibility study that estimates the profit of wind energy production, cost of wind farm construction, and operations and maintenance (O&M). The most significant risk in wind power projects, which are huge investment projects, is cost estimation, i.e., wind resource assessment, because a wind farm is to be operated for the next 20 to 30 years. Therefore, how to reduce uncertainty in relation to a long-term wind resource using short-term observation data of a year or more is the most important key. In this regard, the Korean Board of Audit and Inspection warned of the low economic feasibilities of the ‘Daejeong Offshore Wind Power Project’ on Jeju Island even though it is the wind resource-richest province in South Korea [
1] and the USD 8-billion, three-stage ‘Southwest 2.5 GW Offshore Wind Power Project’ led by the Korean government. A number of studies on wind resource assessment have been conducted to promote the ‘Southwest Offshore Wind Project’ in the west to the Korean Peninsula and in the east to China (region marked with dashed line in Yellow Sea in
Figure 1). Note, however, that it is necessary to have in-depth re-investigation since considerable discrepancies in wind resource prediction were reported. Kim et al. [
2] pointed out that, if the ‘Southwest Offshore Wind Project’ depended on the short-term measurements of offshore meteorological towers only, uncertainties became larger due to the variability of wind resource, resulting in increases in project risk. Realistically, it is difficult to perform measurements at the offshore meteorological tower for five years or longer.
Nowadays, reanalysis data tend to be employed more as long-term reference data than meteorological observation data on nearby islands or onshore. Since orographic forcing by terrain features does not exist in offshore, reanalysis data shows more higher correlation in offshore than in the land [
3]. Several high-resolution reanalysis data sets are now freely available for use in wind resource assessment, such as CFSR, ERA-Interim, MERRA, and MERRA-2. Compared to independent meteorological tower measurements, all four perform significantly better than the 1990s-era first generation and 2000s-era second generation reanalysis at all-time scales. Eichelberger et al. [
4] evaluated the third-generation reanalysis data using high-rise meteorological tower measurements at 35 sites; the comparison result showed that
R2 of CFSR and ERA-Interim was about 17% higher than that of MERRA. (MERRA
R2 = 0.46, CFSR & ERA-Interim
R2 = 0.54) Brower et al. [
5] reported the same result in their study, which was performed using measurements of high-rise meteorological towers at 37 sites around the world.
R2 of CFSR and ERA-Interim was about 9% higher than that of MERRA. (MERRA
R2 = 0.66, CFSR
R2 = 0.74, ERA-Interim
R2 = 0.73) Carvalho et al. [
6] compared buoy measurements at five sites in the sea of the Iberian Peninsula with reanalysis data and reported MERRA
R2 = 0.87, CFSR
R2 = 0.87, and ERA Interim
R2 = 0.78. Chawla et al. [
7] also reported buoy measurements at 12 sites in the sea of the Gulf of Mexico in the Atlantic and at 10 sites in the sea of Hawaii in the Pacific, showing CFSR
R2 of 0.84 and 0.87.
The Korean Peninsula located in the Far East Asia belongs to the monsoon climate zone characterized by complex seasonal and diurnal meteorological pattern due to the effect of the oceanic climate in summer and the continental climate in the winter. This study sought to determine data suitable for the southwest offshore wind resource assessment in the Korean Peninsula among third-generation reanalysis data CFSR, ERA-Interim, MERRA, and MERRA-2. To do this, a comparative evaluation was performed on the measurement data around the target site of the ‘Southwest Offshore Wind Project’—which are offshore, onshore, and island meteorological tower measurements—and the third-generation reanalysis data. Furthermore, pre-processing was conducted to take optimal measurements analysis. The variation of measurement heights caused by tidal change in the Yellow Sea and the meteorological tower shading effect were taken into consideration. Since meteorological towers installed on islands and coasts are affected by flow transform caused by terrain features, numerical analysis using CFD was conducted to correct the effect.
3. Analysis Methods
3.1. Comparative Evaluation between Reanalysis Data
Four kinds of reanalysis data closest at the installation location of HeMOSU-1, which was regarded as a representative location of southwest offshore in Korea, were extracted to examine the differences between the reanalysis data systematically and were reconfigured into 1 h-averaged time series data.
The reference height was set to 100 m above sea level, which is the highest measurement height of HeMOSU-1. The mean average error (MAE) was calculated to evaluate the difference between the reanalysis data quantitatively as follows:
In Equation (1), V refers to the wind speed in the reanalysis data; the data period was selected as 24 years (from 1992 to 2015, n = 24 × 8760), which included all measurement periods of observation data used in this study. Number 1 and 2 indicate two different reanalyses. The MAE of wind speed difference was calculated and an inter-annual pattern was compared.
3.2. Measurement Data Preprocessing
The measurement data around the pilot wind farm were pre-processed to remove uncertainty factors, and orographic forcing caused by terrain features at each of the meteorological tower locations was reflected on the reanalysis data using a flow model, WindSim (available online:
www.winsim.com, accessed on 16 February 2018).
3.2.1. Exclusion of Tower Shading Sectors
Sensors were mounted at the end of a long horizontal boom attached to the meteorological tower to minimize flow interference caused by the tower structure following the IEC 61400-12-1 Annex G. [
16] Note, however, that wind reaches an anemometer through the meteorological tower in a specific wind direction. Here, a measurement error due to the shading of the meteorological tower could occur. Thus, the wind direction sectors where meteorological tower shading occurred were identified and excluded.
3.2.2. Correction of Sea-Level Variation
Because the West Sea of Korea (Yellow Sea in
Figure 1) has tidal difference of more than 7 m, the measurement height of the sensors installed at the offshore meteorological tower should be corrected to the reference of sea level. The measurement height was corrected using hourly tidal data (
Figure 3) in the Wi-do observation station (star mark in
Figure 2) of the Korea Hydrographic & Oceanographic Administration, which is closest to the HeMOUS-1 offshore meteorological tower. In other words, the wind speed measured at the anemometer installed between the top of the offshore meteorological tower (99 m based on the mean sea level) and below (86 m) was corrected considering the tidal difference through linear interpolation.
3.2.3. CFD to reflect Orographic Forcing by Terrain Features
Since the spatial resolution of the reanalysis data (
Table 1) is in order of dozens of km, orographic forcing of local scale by terrain features was not reflected. Moreover, since meteorological towers installed on islands and coasts are strongly affected by orographic forcing by terrain features, numerical analysis using the CFD software WindSim was conducted to reflect the effect. In other words, reanalysis data were inputted to ‘Climatology’ in the WindSim analysis and then ‘Transferred Climatology’, on which orographic forcing by terrain features was reflected at each of the measurement locations, was simulated.
3.3. Evaluation between Reanalysis Data and Measurement Data
Regression analysis on the four kinds of third-generation reanalysis data, which were transferred to meteorological tower locations by reflecting orographic forcing by terrain features, with the pre-processed measurement data was conducted. Here, superiority and inferiority among the reanalysis data were evaluated in terms of mean bias (BIAS), root mean square error (RMSE), and coefficient of determination (
R2).
In Equations (2) and (3), M and O refer to the predicted and observed wind speed respectively.
The measurement data of meteorological towers were expected to have different characteristics depending on the installation location of the tower, such as offshore, onshore, and island. To examine the meteorological characteristics, the energy pattern factor [
17], one-hour autocorrelation coefficient, and Weibull shape factor were compared. The energy pattern factor (EPF) is defined as presented in Equation (4).
Assuming that air density (
) is a constant, EPF will be a ratio of wind power density (
) calculated with mean wind speed (
) to actual mean wind power density (
). In other words,
Thus, the larger EPF is, the larger the dispersion of wind speed distribution from the mean wind speed, which is then followed by a decreasing Weibull shape factor (k). This correlation is also expected to occur in the 1 h-autocorrelation coefficient. Since larger dispersion of wind speed means large wind speed variance, the 1 h-autocorrelation coefficient will tend to decrease.
5. Conclusions
This study performed comparative analysis with the meteorological tower measurement data to evaluate the applicability of four kinds of third-generation reanalysis data when wind resource assessment on the ‘Southwest Offshore Wind Project,’ which is underway strategically in South Korea at present, is conducted. The following conclusions were derived through this study:
- (1)
The difference in wind power density between four kinds of reanalysis data was more than 20% in the southwest offshore, and this level of difference cannot be ignored in the wind resource assessment. Accordingly, it is very important to select proper reanalysis data.
- (2)
According to the comparison of offshore, onshore, and island meteorological tower measurements with the reanalysis data, MERRA-2 showed the best fitness among the four kinds of data. In terms of the mean of R2 between the reanalysis data and all observation data, the fitness is in the following order: MERRA-2 (0.67) > CFSR (0.63) = MERRA (0.63) > ERA-Interim (0.61). For reference, the variance of R2 was 0.10 for all reanalysis data.
- (3)
Pre-processing is recommended when meteorological tower measurement data are used. For example, R2 was improved by over 16% when tower shading correction was applied for Wangdeung-do case; the correction of the tidal difference of HeMOSU-1 also improved R2 by over 2%.
- (4)
According to the wind characteristics analysis such as energy pattern factor, 1 h autocorrelation, and surface wind regionalization, 24 h periodicity due to sea-land breeze was revealed to be stronger inland than on the coast. Therefore, onshore or inland measurements are inappropriate for use as supplementary data for offshore wind resource assessment in the Southwestern Offshore in South Korea.
Since many kinds of reanalysis data are available, the data selection criteria are not sufficiently clear. Thus, this study limited the locations to the southwest offshore in the Korean Peninsula and selected reanalysis data suitable for the wind resource assessment through comparative analysis with various types of observation data. For future studies, investigating an ensemble method that can reduce uncertainty by employing multiple reanalysis data is recommended.