A Systematic Review of Terrestrial Laser Scanning (TLS) Applications in Sediment Management
Abstract
1. Introduction
2. Materials and Methods
2.1. Search Strategy
2.2. Inclusion and Exclusion Criteria
2.3. Literature Search Results
2.4. Data Extraction and Analysis
2.5. Bibliometric Network Analysis
2.6. Evolution of TLS in Sedimentology
2.7. Keyword Clusters
3. Results and Discussion
3.1. Trends in TLS Applications for Sediment Management
3.2. Accuracy and Performance of TLS in Sediment Studies
3.3. Software and Processing Techniques
3.4. TLS-Based Sediment Management Analysis
3.5. Synthesis of TLS Applications: Case Studies and Integrated Approache
3.6. Research Gaps and Limitations in the Existing Literature
3.7. Comparative Assessment: When Is TLS the Superior Choice?
4. Conclusions and Future Directions
- TLS has become an important, high-resolution technology to measure sediment dynamics, erosion and geomorphic alterations in various river, coastal, and watershed landscapes.
- TLS can provide precis millimeter resolution to track volumetric change and complex 3D morphological patterns, as well as the ability to make predictions about future sediment transport and address the problem of data gathering in complex landscapes, which are still critical.
- The combination of TLS and UAVs, SfM photogrammetry, and AI can greatly improve the topographic reconstruction process and the identification of the changes in sediment.
- To cope with the major gaps, interdisciplinary responses are necessary, with AI-based modeling and integration of multiple sensors as a priority in maximizing the evidence-based management of sediment.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
Abbreviations
| ADCP | Acoustic Doppler Current Profiler |
| LiDAR | Light Detection and Ranging |
| UAVs | Unmanned Aerial Vehicles |
| SfM | Structure-from-motion |
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| Factors | Description |
|---|---|
| Evidence-Based Decision Making | Utilizing empirical data and rigorous scientific research is imperative in the formulation of effective sediment management plans [18]. |
| Adaptive Management | Modifying sediment control strategies is imperative in response to environmental monitoring and changes in the environment [19,20]. |
| Ecological Considerations | Ensuring measures employed for the management of sediment effectively support biodiversity and the overall health of ecosystems [18]. |
| Data Availability and Monitoring | Overcoming challenges related to limited data and dynamic sediment behavior [20,21]. |
| Resource Limitations | Tackling the logistical and financial limitations of sediment management [10,14,22]. |
| Sustainable Measures | Putting practical practice techniques like soil conservation, nitrogen management, and sediment reuse [18]. |
| Flood Risk Reduction | Controlling sediment levels to avoid flooding and excessive buildup [10]. |
| Infrastructure Protection | Avoiding damage to water management systems, bridges, and reservoirs caused by sediment [15]. |
| Authors Year | TLS Instruments | Maximum Scanning Range | Accuracy/Precision |
|---|---|---|---|
| Xu et al. (2019), Xue et al. (2024) [53,77]. | RIEGL VZ-6000 | 6000+ m | Utilizes a specialized laser wavelength optimized for the acquisition of data from snow and ice-covered terrain which accuracy of 15 mm with precision of 10 mm. |
| Ning et al. (2024) [78] | RIEGL VZ-2000i | 2500 m | Represents a high-speed evolution of the VZ-2000, incorporating integrated cloud connectivity for an enhanced data management system. |
| Vos et al. (2022), van IJzen-doorn et al. (2024), Kuschnerus et al. (2024) [47,62,63] | RIEGL VZ-2000 | 2050 m | Functions as a long-range terrestrial laser scanner characterized by a 1 MHz pulse repetition rate. |
| Jones and Hobbs (2021), dos Santos et al. (2024) [31,93] | RIEGL VZ-1000 | 1400 m | Demonstrates high reliability for topographic surveys and large-scale open-pit mining operations. |
| Longoni et al. (2016) [36] | RIEGL LMS-Z420i | 1000 m | An established, robust instrument featuring a vertical field of view (FOV) of 80°. |
| Brousse et al. (2020) [80] | RIEGL LMS-Q680i | 1000–3000 m | An airborne laser scanning system where the operational range is a function of the selected pulse repetition rate. |
| Hoque et al. (2015), Shevkar (2024) [48,75] | RIEGL VZ-400i | 800 m | Achieves rapid data acquisition via a 1.2 MHz pulse rate and facilitates real-time kinematic registration. |
| Alexiou et al. (2024) [22] | FARO Focus 3D | 100–350 m | The maximum operational range is contingent upon the specific model configuration, such as the X130 or X330 variants. |
| Rengers et al. (2021) [57] | Leica ScanStation C10 | 300 m | Maintains an effective range between 1 m and 200 m, extending to 300 m for targets with 90% reflectivity. |
| Letortu et al. (2015) [66] | RIEGL LMS-Z390i | 400 m | A legacy system (circa 2006) engineered for high-precision measurements at shorter operational distances. |
| Perks et al. (2024) [42] | Livox Mid-40 | 260 m | A cost-effective solid-state LiDAR unit: its detection range diminishes to 90 m when encountering targets with 10% reflectivity. |
| O’Neal and Pizzuto (2011) [8] | Trimble GS200 | 200 m | A legacy scanning instrument limited by a constrained vertical field of view of 40° above the horizon. |
| Sediment Management Strategies | Authors |
|---|---|
| Artificial berms and sediment replenishment | [80] |
| Management of reservoir sediment (desilting, flushing) | [10,14] |
| Vanes submerged under water to regulate sedimentation | [9] |
| Management of Tidal Rivers (TRM) | [81] |
| Sluicing and sediment bypassing | [10,14] |
| Interventions at the catchment level (vegetation, terracing) | [14] |
| Morphometric analysis and budgeting for sediments | [59,69] |
| Using LiDAR and TLS to monitor sediments | [61,66] |
| GIS and remote sensing for sediment dynamics | [3,82] |
| Management of sediments from source to sea | [19] |
| Management of coastal sediments (nourishment, bypassing) | [64] |
| Reusing sediments and conserving soil | [18] |
| Bedload monitoring and RFID-based sediment tracing | [80] |
| Impact of sediments on the sustainability of dams | [15] |
| Management of sediment-related floodplains | [5] |
| Controlling erosion and retaining sediments | [83] |
| Modeling of sediment transport (Delft3D, HEC-RAS) | [2,58] |
| Reduction in sediment and phosphorus pollution | [84] |
| Applications | Tools/Techniques | Advantages | Limitations | Example |
|---|---|---|---|---|
| TLS | High-res 3D change detection, volumetric analysis, microtopography. | Very high accuracy and resolution with direct 3D point cloud data. | Cannot scan shadow zones, underwater, or affected by vegetation and costly. | Riverbank erosion [8] post-fire sediment dynamics [56] coastal cliff retreat [66]. |
| Airborne LiDAR (ALS)/UAV-SfM | Large-area topographic mapping, regional change detection. | Broad spatial coverage, efficient for large areas, UAV-SfM is cost-effective. | Lower resolution than TLS, limited under-canopy or shadow zones (SfM). | Large-scale morphological change [4] beach-dune recovery [26]. |
| Remote Sensing and GIS | Long-term, planimetric change analysis (shorelines, land use). | Long historical record, global coverage, good for large areas. | Low spatial or vertical resolution, poor for small-scale or volumetric change. | Shoreline change analysis [1], channel migration [3]. |
| Photogrammetry | Three-dimensional modeling where TLS is not available. | Lower cost than TLS, can use standard cameras. | Requires good lighting or texture, less accurate than TLS. | Braided river morphology [45]. |
| Traditional Surveys (RTK-GNSS) | Precise point measurement with ground control points. | High point accuracy, well-established methodology. | Time-consuming for dense data and not synoptic (only points). | Sediment transport estimation [45], topographic profiling [17]. |
| Numerical Modeling | Predicting sediment transport, hydrodynamics, and future scenarios. | Can simulate unmeasurable events and future scenarios. | Requires validation with field data and often simplifies complex physics. | Coastal hydrodynamics [33], reservoir sediment management [10]. |
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© 2026 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.
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Sardar, M.E.; Rahman, M.A.; Rasheduzzaman, M.; Shamsuzzoha, M.; Azad, A.K.; Akter, A.; Ishana, K.; Parvez, A.; Abedin, M.A.; Islam, M.K.; et al. A Systematic Review of Terrestrial Laser Scanning (TLS) Applications in Sediment Management. NDT 2026, 4, 10. https://doi.org/10.3390/ndt4010010
Sardar ME, Rahman MA, Rasheduzzaman M, Shamsuzzoha M, Azad AK, Akter A, Ishana K, Parvez A, Abedin MA, Islam MK, et al. A Systematic Review of Terrestrial Laser Scanning (TLS) Applications in Sediment Management. NDT. 2026; 4(1):10. https://doi.org/10.3390/ndt4010010
Chicago/Turabian StyleSardar, Md. Emon, Muhammad Arifur Rahman, Md. Rasheduzzaman, Md. Shamsuzzoha, Abul Kalam Azad, Ayesha Akter, Kamrunnahar Ishana, Ahmed Parvez, Md. Anwarul Abedin, Mohammad Kabirul Islam, and et al. 2026. "A Systematic Review of Terrestrial Laser Scanning (TLS) Applications in Sediment Management" NDT 4, no. 1: 10. https://doi.org/10.3390/ndt4010010
APA StyleSardar, M. E., Rahman, M. A., Rasheduzzaman, M., Shamsuzzoha, M., Azad, A. K., Akter, A., Ishana, K., Parvez, A., Abedin, M. A., Islam, M. K., Majumder, M. S. I., Ansary, M. A., & Shaw, R. (2026). A Systematic Review of Terrestrial Laser Scanning (TLS) Applications in Sediment Management. NDT, 4(1), 10. https://doi.org/10.3390/ndt4010010

