Derived Effective ( ) Versus Scalar ( ) Attenuation in the Baltic Sea: Characterising Spectral Divergence and Physical Drivers
Abstract
1. Introduction
2. Materials and Methods
2.1. Study Area
2.2. Datasets (Data Acquisition)
2.2.1. Water Sample Analyses
2.2.2. In Situ Irradiance and Radiometry
2.3. Methodology (Data Analysis)
2.3.1. Derivation of Attenuation Coefficients ( and Derived )
2.3.2. Empirical Relationship Between and Derived
2.3.3. Statistical and Machine Learning Model (Random Forest)
3. Results
3.1. Optical Characterisation and Classification of Water Types
- Clear/Low Turbidity (TSM-dominated): Characterised by high particulate scattering relative to phytoplankton biomass. This cluster encompasses the majority of the open coastal stations, including Kühlungsborn Marina (KB2), Wismar Marina (WS2), Timmendorf Marina (PL1), Heiligendamm (HLB), Kühlungsborn (KBB), Hüttelmoor (HMB), Graal Müritz (GMB), and Dierhagen (DHB), with cluster means: Chl-a 4.31 mg m−3, TSM 12.9 g m−3, and 0.04 m−1.
- Mesotrophic/Coastal: Characterised by moderate biological activity and lower overall turbidity. This cluster groups the intermediate coastal stations at Warnemünde (MS1, MS2) and Rerik (RR1, RR2), with cluster mean: Chl-a 5.85 mg m−3, TSM 3.00 g m−3, and 0.07 m−1).
- Estuarine/High Turbidity: Characterised by elevated organic loads and strong CDOM influence. This cluster is entirely driven by the highly turbid Schnatermann stations (SH1, SH2), with cluster means: Chl-a 26.6 mg m−3, TSM 15.4 g m−3, and 0.20 m−1.
3.2. Vertical Decay of Spectral Reflectance
3.3. Spectral Comparison of Attenuation Coefficients
3.4. Empirical Relationship Between Derived and
3.5. Drivers of Attenuation Variability
4. Discussion
4.1. The Physical Basis of Divergence
4.2. Vertical Decay and the Empirical Limits of
4.3. Machine Learning for Optical Monitoring in Case 2 Waters
4.4. Limitations and Future Perspectives
5. Conclusions
- Spectral characterisation of the Scattering Penalty: We established that the divergence between derived and ambient is highly wavelength-dependent and dictated by the prevailing optical regime. While derived closely tracks ambient attenuation in clearer waters, a severe ‘scattering penalty’ drives massive divergence in turbid estuarine environments. This divergence peaks paradoxically within the 500–650 nm minimum absorption window, where high photon survival leads to increased scattering events that are systematically excluded by narrow-field active sensors.
- The Failure of Static Geometric Scaling: To quantify regional bulk divergence, we derived an empirical relationship of derived = 2.33 ( = 0.65). However, comprehensive residual analysis confirms that static linear multipliers are fundamentally incapable of capturing complex radiative transfer. Fixed geometric factors systematically underestimate active attenuation in clearer waters ( < 1.1 m−1) and vastly overestimate it as environments cross into high turbidity, highlighting the non-linear decay of light in Case 2 waters.
- Constituent-Driven Attenuation: Standardised Random Forest regression (explaining 78.7% of variance) revealed a fundamental divergence in how optical constituents influence signal loss. The algorithm explicitly identified total suspended matter (TSM) as the dominant driver of , demonstrating the active signal’s acute vulnerability to particulate scattering, whereas ambient remains largely constrained by absorption. This proves that predictive attenuation models cannot rely on scalar ambient light proxies but must prioritise explicit bulk particulate and dissolved contributions.
- Applied Value for Coastal Sensor Fusion: The identification of distinct optical water types (OWTs) underscores that a singular, “one-size-fits-all” regression inherently fails across spatially heterogeneous coastal zones. Consequently, operational penetration algorithms must transition toward adaptive modelling. We advocate for a dedicated sensor-fusion strategy: deploying passive optical sensors to classify prevailing OWTs and subsequently dynamically applying water-type-specific attenuation models to active LiDAR returns. This framework circumvents the limits of geometric scaling, substantially improving the accuracy of subsurface depth and property retrievals in optically complex coastal environments.
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
Abbreviations
| Total absorption coefficient. | |
| Absorption coefficient of coloured dissolved organic matter. | |
| Absorption coefficient of non-algal particles. | |
| AOP | Apparent Optical Property (depends on the light field geometry). |
| Backscattering coefficient of non-algal particles. | |
| BBL | Beer–Bouguer–Lambert law. |
| Beam attenuation coefficient. | |
| Case 1 | Waters where optical properties are determined primarily by phytoplankton. |
| Case 2 | Waters where optical properties are influenced by mineral particles or CDOM. |
| CDOM | Coloured Dissolved Organic Matter. |
| Chl-a | Chlorophyll-a concentration. |
| FOV | Field of view. |
| IOP | Inherent Optical Property (independent of the light field geometry). |
| Diffuse attenuation coefficient for downwelling irradiance. | |
| Ambient scalar attenuation coefficient. | |
| Target-derived effective attenuation coefficient (proxy for active signal attenuation). | |
| Active signal attenuation coefficient for LiDAR applications. | |
| LiDAR | Light Detection and Ranging. |
| OACs | Optically Active Constituents. |
| OWTs | Optical Water Types. |
| Phaeo | Phaeopigments concentration. |
| Coefficient of determination (ordinary). | |
| RF | Random Forest. |
| RMSE | Root Mean Square Error. |
| Remote-sensing reflectance. | |
| TSM | Total Suspended Matter concentration. |
| Depth (vertical coordinate) | |
| Wavelength |
Appendix A
| Sample ID | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| RMSE | Standard Error | |||||||||||
| Mean | Min | Mean | Min | Mean | Max | Mean | Max | Mean | Max | Mean | Max | |
| MS1 | 0.96 | 0.86 | 0.98 | 0.93 | 0.39 | 1.01 | 0.07 | 0.14 | 0.42 | 1.57 | 0.05 | 0.10 |
| MS2 | 0.99 | 0.91 | 0.96 | 0.76 | 0.10 | 1.13 | 0.11 | 0.27 | 0.55 | 2.76 | 0.08 | 0.19 |
| SH1 | 0.99 | 0.85 | NA | Inf | 0.17 | 0.94 | NA | Inf | 0.26 | 1.19 | NA | Inf |
| SH2 | 0.95 | 0.85 | NA | Inf | 0.37 | 0.69 | NA | Inf | 0.53 | 0.99 | NA | Inf |
| RR1 | 0.99 | 0.87 | NA | Inf | 0.13 | 0.83 | NA | Inf | 0.18 | 1.56 | NA | Inf |
| RR2 | 0.99 | 0.86 | NA | Inf | 0.15 | 0.69 | NA | Inf | 0.24 | 1.59 | NA | Inf |
| KB2 | 0.92 | 0.86 | NA | Inf | 0.26 | 0.62 | NA | Inf | 0.34 | 0.84 | NA | Inf |
| WS2 | 0.95 | 0.85 | 0.93 | 0.60 | 0.17 | 1.14 | 0.18 | 0.73 | 0.41 | 2.79 | 0.12 | 0.50 |
| PL1 | 1.00 | 1.00 | 0.63 | 0.00 | 0.00 | 0.00 | 0.14 | 0.57 | NA | Inf | 0.17 | 0.69 |
| HLB | 0.97 | 0.85 | 0.96 | 0.78 | 0.17 | 0.85 | 0.09 | 0.36 | 0.28 | 1.13 | 0.11 | 0.44 |
| KBB | 0.99 | 0.92 | 0.83 | 0.37 | 0.06 | 0.35 | 0.47 | 1.37 | 0.08 | 0.44 | 0.58 | 1.68 |
| HMB | 0.97 | 0.89 | 0.85 | 0.52 | 0.20 | 0.97 | 0.18 | 0.95 | 0.19 | 1.20 | 0.22 | 1.17 |
| GMB | 0.97 | 0.85 | 0.57 | 0.00 | 0.20 | 0.99 | 0.41 | 0.82 | 0.42 | 2.43 | 0.51 | 1.00 |
| DHB | 0.98 | 0.90 | 0.99 | 0.93 | 0.13 | 0.74 | 0.13 | 0.60 | 0.36 | 1.80 | 0.16 | 0.73 |
| Date | Station | Sample ID | Latitude (DD) | Longitude (DD) | Water Depth (m) | Secchi Depth (m) | Chl-a (mg m−3) | Phaeo (mg m−3) | TSM (g m−3) | (m−1) | Optical Classification |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 16 June 2022 | Warnemünde | MS1 | 54.1845 | 12.0953 | 4.0 | 3.0 | 6.49 | 3.89 | 6.20 | 0.03 | Mesotrophic/Coastal |
| 21 June 2022 | MS2 | 4.0 | 3.0 | 6.63 | 4.12 | 3.50 | 0.08 | ||||
| 23 June 2022 | Schnatermann | SH1 | 54.1738 | 12.1415 | 3.0 | 2.0 | 21.9 | 9.82 | 25.3 | 0.24 | Estuarine/ High Turbidity |
| 28 June 2022 | SH2 | 3.0 | 2.0 | 31.3 | 15.1 | 5.50 | 0.15 | ||||
| 12 July 2022 | Rerik | RR1 | 54.1021 | 11.6121 | 3.0 | 2.0 | 5.67 | 3.25 | 2.00 | 0.07 | Mesotrophic/Coastal |
| 14 July 2022 | RR2 | 3.0 | 2.0 | 4.59 | 2.35 | 0.33 | 0.08 | ||||
| 7 July 2023 | Kühlungsborn Marina | KB2 | 54.1536 | 11.7722 | 1.5 | 1.5 | 9.43 | 4.19 | 16.0 | 0.12 | Clear/Low Turbidity (TSM-dominated) |
| Wismar Marina | WS2 | 53.9099 | 11.4379 | 3.2 | 3.2 | 8.09 | 3.56 | 11.5 | 0.05 | ||
| 11 July 2023 | Timmendorf Marina | PL1 | 53.9919 | 11.3735 | 1.2 | 1.2 | 2.21 | 1.53 | 11.7 | 0.04 | |
| 12 July 2023 | PL2 * | 1.5 | 1.5 | 2.61 | 1.53 | 11.7 | 0.04 | ||||
| 1 August 2023 | Nienhagen | NHB * | 54.1662 | 11.9442 | 3.1 | 3.1 | 3.41 | 1.71 | 14.5 | 0.01 | |
| Heiligendamm | HLB | 54.1467 | 11.8438 | 3.8 | 3.8 | 4.68 | 1.76 | 11.9 | 0.04 | ||
| Kühlungsborn | KBB | 54.1563 | 11.7514 | 3.2 | 3.2 | 5.26 | 2.57 | 12.3 | 0.01 | ||
| 2 August 2023 | Hüttelmoor | HMB | 54.2205 | 12.1646 | 3.2 | 3.0 | 4.22 | 2.39 | 11.8 | 0.02 | |
| Graal Müritz | GMB | 54.2612 | 12.2367 | 2.8 | 2.8 | 1.21 | 0.81 | 13.5 | 0.04 | ||
| Dierhagen | DHB | 54.3004 | 12.3371 | 3.8 | 2.0 | 1.95 | 1.23 | 14.0 | 0.03 |
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Kaharuddin, A.; Forster, S.; Schubert, H.
Derived Effective (
Kaharuddin A, Forster S, Schubert H.
Derived Effective (
Kaharuddin, Aminah, Stefan Forster, and Hendrik Schubert.
2026. "Derived Effective (
Kaharuddin, A., Forster, S., & Schubert, H.
(2026). Derived Effective (

