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Search Results (5,462)

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Keywords = geophysics

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15 pages, 3908 KiB  
Article
Efficient Trans-Dimensional Bayesian Inversion of C-Response Data from Geomagnetic Observatory and Satellite Magnetic Data
by Rongwen Guo, Shengqi Tian, Jianxin Liu, Yi-an Cui and Chuanghua Cao
Appl. Sci. 2024, 14(23), 10944; https://doi.org/10.3390/app142310944 - 25 Nov 2024
Abstract
To investigate deep Earth information, researchers often utilize geomagnetic observatories and satellite data to obtain the conversion function of geomagnetic sounding, C-response data, and employ traditional inversion techniques to reconstruct subsurface structures. However, the traditional gradient-based inversion produces geophysical models with artificial structure [...] Read more.
To investigate deep Earth information, researchers often utilize geomagnetic observatories and satellite data to obtain the conversion function of geomagnetic sounding, C-response data, and employ traditional inversion techniques to reconstruct subsurface structures. However, the traditional gradient-based inversion produces geophysical models with artificial structure constraint enforced subjectively to guarantee a unique solution. This method typically requires the model parameterization knowledge a priori (e.g., based on personal preference) without uncertainty estimation. In this paper, we apply an efficient trans-dimensional (trans-D) Bayesian algorithm to invert C-response data from observatory and satellite geomagnetic data for the electrical conductivity structure of the Earth’s mantle, with the model parameterization treated as unknown and determined by the data. In trans-D Bayesian inversion, the posterior probability density (PPD) represents a complete inversion solution, based on which useful inversion inferences about the model can be made with the requirement of high-dimensional integration of PPD. This is realized by an efficient reversible-jump Markov-chain Monte Carlo (rjMcMC) sampling algorithm based on the birth/death scheme. Within the trans-D Bayesian algorithm, the model parameter is perturbated in the principal-component parameter space to minimize the effect of inter-parameter correlations and improve the sampling efficiency. A parallel tempering scheme is applied to guarantee the complete sampling of the multiple model space. Firstly, the trans-D Bayesian inversion is applied to invert C-response data from two synthetic models to examine the resolution of the model structure constrained by the data. Then, C-response data from geomagnetic satellites and observatories are inverted to recover the global averaged mantle conductivity structure and the local mantle structure with quantitative uncertainty estimation, which is consistent with the data. Full article
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Figure 1

Figure 1
<p>A diagram of model partitioned into k layers. The depths of layer interfaces are bounded by the minimum depth <math display="inline"><semantics> <msub> <mi>z</mi> <mrow> <mi>m</mi> <mi>i</mi> <mi>n</mi> </mrow> </msub> </semantics></math> and the maximum depth <math display="inline"><semantics> <msub> <mi>z</mi> <mrow> <mi>m</mi> <mi>a</mi> <mi>x</mi> </mrow> </msub> </semantics></math>.</p>
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<p>Marginal posterior probability profiles of (<b>a</b>) interface depth and (<b>b</b>) conductivity for the high-conductivity model.</p>
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<p>Sampling results for nonphysical parameters at <span class="html-italic">T</span> = 1: (<b>a</b>) the sampling history of misfit, (<b>b</b>) 1D marginal density of misfit, and (<b>c</b>) 1D marginal distribution for the interface number.</p>
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<p>Marginal posterior probability profiles of (<b>a</b>) interface depth and (<b>b</b>) conductivity for the low-conductivity model.</p>
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<p>Sampling results for nonphysical parameters at <span class="html-italic">T</span> = 1: (<b>a</b>) the sampling history of misfit, (<b>b</b>) 1D marginal density of misfit, and (<b>c</b>) 1D marginal distribution for the interface number.</p>
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<p>Marginal posterior probability profiles of (<b>a</b>) interface depth and (<b>b</b>) conductivity for the 10-year satellite magnetic data [<a href="#B14-applsci-14-10944" class="html-bibr">14</a>]. Solid line in figure indicates the inversion result from the work [<a href="#B14-applsci-14-10944" class="html-bibr">14</a>].</p>
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<p>The marginal probability density for the sampling ensemble and the modeling data (real part (<b>a</b>), imaginary part (<b>b</b>)) for the ensemble averaged model in comparison to observation data from Püthe [<a href="#B14-applsci-14-10944" class="html-bibr">14</a>].</p>
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<p>Sampling results for nonphysical parameters at <span class="html-italic">T</span> = 1: (<b>a</b>) the sampling history of misfit, (<b>b</b>) 1D marginal density of misfit, and (<b>c</b>) 1D marginal distribution for the interface number.</p>
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<p>Marginal posterior probability profiles of (<b>a</b>) interface depth and (<b>b</b>) conductivity for BJI Observatory, located in northern China.</p>
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<p>The marginal probability density for the sampling ensemble and the modeling data (real part (<b>a</b>), imaginary part (<b>b</b>)) for the ensemble averaged model in comparison to observation data from BJI Observatory.</p>
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<p>Sampling results for nonphysical parameters at <span class="html-italic">T</span> = 1: (<b>a</b>) the sampling history of misfit, (<b>b</b>) and its 1D marginal density, and (<b>c</b>) 1D marginal distribution for the interface number.</p>
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15 pages, 1388 KiB  
Article
Thermal and Structural Analysis of a High-Entropy Cr16Mn16Fe16Co16Ni16P20 Alloy—Influence of Cooling Rates on Phase Transformations
by Krzysztof Ziewiec, Artur Błachowski, Krystian Prusik, Marcin Jasiński, Aneta Ziewiec and Mirosława Wojciechowska
Materials 2024, 17(23), 5772; https://doi.org/10.3390/ma17235772 - 25 Nov 2024
Abstract
This study investigates the influence of cooling rates on the microstructure and phase transformations of the high-entropy alloy Cr16Mn16Fe16Co16Ni16P20. The alloy was synthesized via arc melting and subjected to three cooling [...] Read more.
This study investigates the influence of cooling rates on the microstructure and phase transformations of the high-entropy alloy Cr16Mn16Fe16Co16Ni16P20. The alloy was synthesized via arc melting and subjected to three cooling conditions: slow cooling (52 K/s), accelerated cooling after a short electric arc pulse (3018 K/s), and rapid quenching (10⁵–10⁶ K/s) using the melt-spinning method. The microstructures were characterized using X-ray diffraction (XRD), scanning electron microscopy (SEM), transmission electron microscopy (TEM), and Mössbauer spectroscopy. The thermal properties and phase transformations were analyzed using differential scanning calorimetry (DSC) and thermography. Slow cooling produced a complex crystalline microstructure, while accelerated cooling resulted in fewer phases. Rapid cooling yielded an amorphous structure, demonstrating that phosphorus and high mixing entropy enhance glass-forming ability. Phase transformations exhibited significant undercooling under accelerated cooling, with FCC phase crystallization shifting from 1706 K (slow cooling) to 1341 K, and eutectic crystallization from 1206 K to 960 K. These findings provide a foundation for optimizing cooling processes in high-entropy alloys for advanced structural and functional applications. Full article
(This article belongs to the Special Issue Structure and Properties of Crystalline and Amorphous Alloys-Part II)
19 pages, 17860 KiB  
Article
The Petrogenesis of Devonian Volcanism and Its Tectonic Significance in the Kalatag Area, Eastern Tianshan, Xinjiang, China
by Zhijie Ma, Fengmei Chai, Mingjian Cao, Xiaodong Song, Haipei Wang, Dongmei Qi and Qigui Mao
Minerals 2024, 14(12), 1195; https://doi.org/10.3390/min14121195 - 24 Nov 2024
Viewed by 307
Abstract
The Kalatag mineralization belt is an important metallogenic belt of polymetallic mineral deposits in the northern part of eastern Tianshan, and its age and tectonic setting are still controversial. We identified a set of Devonian volcanic rocks hosted in the Early Palaeozoic package [...] Read more.
The Kalatag mineralization belt is an important metallogenic belt of polymetallic mineral deposits in the northern part of eastern Tianshan, and its age and tectonic setting are still controversial. We identified a set of Devonian volcanic rocks hosted in the Early Palaeozoic package of dominantly marine sediments with a small amount of terrestrial rocks. This study presents petrological, U–Pb geochronology, and geochemical data for the volcanic rocks. The ages of the rhyolite (407.2 ± 1.9 Ma) and basaltic andesite (380.4 ± 2.8 Ma) suggests that the Kalatag belt is a Devonian volcanic succession. These rocks consist mainly of marine calc–alkaline lava, tuff, pyroclastic rocks, and minor terrestrial basaltic andesite. The lavas are characterized by the enrichment of light rare earth elements and strongly depleted in Nb and Ta, typical of island arc magmatic rocks. The volcanic rocks probably originated from the partial melting of the mafic lower crust which was modified by subducted slab-related fluids. During their ascent through the crust, these volcanic rocks underwent variable extents of fractional crystallization (rhyolites) and crustal contamination (basaltic andesites). Combined with the results of previous studies, we suggest that the Devonian rocks formed in an island arc related to the northward subduction of the Northern Tianshan Ocean with a crustal thickness of ~35–40 km. Full article
(This article belongs to the Section Mineral Geochemistry and Geochronology)
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Graphical abstract

Graphical abstract
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<p>(<b>A</b>) Schematic tectonic map of central Asia [<a href="#B1-minerals-14-01195" class="html-bibr">1</a>,<a href="#B3-minerals-14-01195" class="html-bibr">3</a>] showing the position of eastern Tianshan in part B. (<b>B</b>) Schematic geological map of eastern Tianshan (modified after [<a href="#B18-minerals-14-01195" class="html-bibr">18</a>]) showing the location of Kalatag within the Turpan basin. The major faults and tectonic units are divided into south Tianshan, central Tianshan, the Yamansu arc, the Dananhu–Haerlik arc, and the Angaran margin.</p>
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<p>Geological map of the Kalatag inlier showing stratigraphic, magmatic, and structural features. The isotopic ages of formation are given as a key of magmatic rocks in the arc. The location of sample sites with their isotopic ages are marked. Modified after [<a href="#B18-minerals-14-01195" class="html-bibr">18</a>].</p>
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<p>Geological section of the Kalatag core showing the Devonian volcanic rock types and their relationship with Ordovician–Silurian volcanic rocks.</p>
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<p>Columnar diagram and typical photographs of Devonian stratigraphy in Kalatag inlier. (<b>A</b>): Convoluted lamination in tuffs. (<b>B</b>): Rhyolitic structure. (<b>C</b>): Conformable contact between tuffaceous sandstone and dacite. (<b>D</b>): Bedding structure. (<b>E</b>): Maroon basaltic andesite. (<b>F</b>): Volcanic flame structure in basaltic andesite. (<b>G</b>): Bedding structure composed of sandstone and mudstone. (<b>H</b>): Volcanic breccia in tuffs. (<b>I</b>): Directional arrangement of infill in amygdaloidal andesite. (<b>J</b>): Gray–green breccia tuff. (<b>K</b>): Amygdaloid andesite.</p>
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<p>Representative hand specimen and photomicrographs of Devonian volcanic rocks in Kalatag inlier. (<b>A</b>–<b>C</b>) Rhyolite. (<b>D</b>–<b>F</b>) Dacite. (<b>G</b>–<b>I</b>) Basaltic andesite. (<b>J</b>–<b>L</b>) Andesite. (<b>M</b>–<b>O</b>) Amygdaloidal andesite. Abbreviations: Cpx = clinopyroxene; Hbl = hornblende; Ab = albite; And = andesine; Qtz = quartz; Chl = chlorite. Symbols: (–), polarized light; (+), orthogonal light.</p>
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<p>Representative cathodoluminescence images of measured zircons with concordia diagrams and weighting diagrams for rhyolite (<b>A</b>,<b>B</b>) and basaltic andesite (<b>C</b>,<b>D</b>) of Devonian rock in Kalatag inlier.</p>
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<p>Binary plot of the LOI versus active elements for the Devonian volcanic rocks of the Kalatag inlier, with basaltic andesite having a high LOI, implicating strong alteration.</p>
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<p>Discrimination diagrams for the main Devonian volcanic rocks in the Kalatag inlier. (<b>A</b>) Zr/TiO<sub>2</sub> vs. Nb/Y [<a href="#B32-minerals-14-01195" class="html-bibr">32</a>]; (<b>B</b>) Th vs. Co [<a href="#B33-minerals-14-01195" class="html-bibr">33</a>].</p>
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<p>Binary diagrams clearly show the correlations of SiO₂ with the major and trace elements of the Devonian volcanic rocks in the Kalatag inlier. Values are given in wt% for oxides and in ppm for trace elements.</p>
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<p>Chondrite-normalized REE diagrams (<b>A</b>,<b>C</b>) and primitive mantle-normalized trace element diagrams (<b>B</b>,<b>D</b>) for the main Devonian volcanic rocks in the Kalatag inlier. Data for the average chondrite, primitive mantle, enriched MORB (E–MORB), normal MORB (N–MORB), ocean island basalt (OIB), upper crust, and lower crust are from [<a href="#B34-minerals-14-01195" class="html-bibr">34</a>].</p>
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<p>Diagrams of Devonian volcanic petrogenesis and magma source characterization. (<b>A</b>) La/Sm vs. La [<a href="#B37-minerals-14-01195" class="html-bibr">37</a>]. (<b>B</b>) La/Ba vs. La/Nb [<a href="#B25-minerals-14-01195" class="html-bibr">25</a>]. (<b>C</b>) Ba/Th vs. Th/Nb [<a href="#B40-minerals-14-01195" class="html-bibr">40</a>]. (<b>D</b>) La/Sm vs. Sm/Yb [<a href="#B42-minerals-14-01195" class="html-bibr">42</a>]. (PYX = pyroxene-dominated; AMPH = amphibole-dominated; GAR = garnet-dominated.)</p>
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<p>Tectonic discrimination diagrams for the Devonian volcanic rocks in Kalatag. (<b>A</b>) Th/Yb vs. Nb/Yb [<a href="#B35-minerals-14-01195" class="html-bibr">35</a>]; (<b>B</b>) Hf/3–Th–Ta [<a href="#B45-minerals-14-01195" class="html-bibr">45</a>]; (<b>C</b>) lg (Eu/Pb) vs. lg (TFe/Ga) [<a href="#B46-minerals-14-01195" class="html-bibr">46</a>]; (<b>D</b>) Nb vs. Y [<a href="#B45-minerals-14-01195" class="html-bibr">45</a>]. Abbreviations: E–MORB = enriched mid-ocean ridge basalt; N–MORB = normal mid-ocean ridge basalt; OIB = oceanic island basalt.</p>
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<p>Schematic diagram showing the geodynamic setting of the Dananhu–Haerlik arc during the Devonian period. (<b>A</b>) The acidic volcanic rocks erupted in the marine facies at ~407 Ma. (<b>B</b>) Basaltic andesite eruptions in terrestrial facies at ~380 Ma. (<b>C</b>) Andesitic rocks erupted in the marine facies at &lt;380 Ma.</p>
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15 pages, 34241 KiB  
Article
A Robust Model for the Assessment of Oil Spill Hazards over Land and Water Bodies
by Pablo Vallés, Sergio Martínez-Aranda, Reinaldo García and Pilar García-Navarro
Water 2024, 16(23), 3377; https://doi.org/10.3390/w16233377 - 24 Nov 2024
Viewed by 280
Abstract
Oil spills over land and water bodies are some of the most relevant hazards that should be considered when implementing oil production and transport projects. However, the development of robust, versatile, and efficient tools for carrying out this type of hazard assessment is [...] Read more.
Oil spills over land and water bodies are some of the most relevant hazards that should be considered when implementing oil production and transport projects. However, the development of robust, versatile, and efficient tools for carrying out this type of hazard assessment is a challenge for geophysical modellers due to the complexity of the oil flow over hybrid terrain–water surfaces. This work presents a versatile Eulerian approach to simulating the transport of an oil layer flowing over steep terrain that may also be dragged by an underlying water flow, i.e., rivers, lakes, oceans, etc., if it exists. The model allows for the seamless simulation of spills that start on land and eventually impact a water body in a single simulation step. The focus here is paid to the integration of the drag shear stresses between the layers, responsible for the oil spreading over a moving water surface. This drag term is solved using a non-iterative implicit method that allows for robust and efficient solutions even with high coupling between both layers. Two synthetic test cases are simulated to demonstrate the accuracy and robustness of the proposed model, obtaining results that validate the model’s behaviour in high-coupling cases. Finally, the spreading hazard for a realistic oil production project is assessed. The results obtained verify the capability of the model to become a useful tool for oil spill forecasting over hybrid terrain–water surfaces. Full article
(This article belongs to the Special Issue Research Advances in Hydraulic Structure and Geotechnical Engineering)
15 pages, 3301 KiB  
Article
Analysis of the Energy and Emission Performance of an Automatic Biomass Boiler in the Context of Efficient Heat Management
by Adam Nocoń, Artur Jachimowski, Wacław Koniuch, Grzegorz Pełka, Wojciech Luboń, Paweł Kubarek, Marta Jach-Nocoń and Dominika Dawiec
Energies 2024, 17(23), 5885; https://doi.org/10.3390/en17235885 - 23 Nov 2024
Viewed by 370
Abstract
This paper presents the results of an examination of an automatic biomass boiler identifying its strengths and weaknesses and computing its seasonal energy and emission parameters. The boiler was found to meet the energy and emission requirements for distribution in Poland. The boiler [...] Read more.
This paper presents the results of an examination of an automatic biomass boiler identifying its strengths and weaknesses and computing its seasonal energy and emission parameters. The boiler was found to meet the energy and emission requirements for distribution in Poland. The boiler is characterised by good heating efficiency and low dust and carbon monoxide emissions. The aim of this paper is to provide and analyse these parameters, and by doing so classify it in the context of its competitors. The average heating output is 26.86 kW and the thermal efficiency is 87.97%. Carbon monoxide emissions are very low (22.71 mg/m3). However, nitrogen oxide emissions (187.6 mg/m3) can be a problem. Filters made out of metalworking waste, i.e., machining shavings, significantly improve the boiler performance, contributing to an increased heat output and efficiency and reduced dust emissions. Compared with other solutions available in the market, the boiler compares favourably in terms of dust and carbon monoxide emissions and is also characterised by similar efficiency, especially with the filters in place. Regarding the context of thermal energy management, the appliance under investigation demonstrates not only favourable energy and emission parameters, but also the potential for the efficient use of thermal energy, which can bring additional economic and environmental benefits. Full article
(This article belongs to the Special Issue Bio-Energy and Its Sustainable Utilization)
20 pages, 1125 KiB  
Article
Energy Dissipation Assessment in Flow Downstream of Rectangular Sharp-Crested Weirs
by Hossein Sohrabzadeh Anzani, Sameh Ahmed Kantoush, Ali Mahdian Khalili and Mehdi Hamidi
Water 2024, 16(23), 3371; https://doi.org/10.3390/w16233371 - 23 Nov 2024
Viewed by 200
Abstract
Sharp-crested weirs are commonly used in hydraulic engineering for flow measurement and control. Despite extensive research on sharp-crested weirs, particularly regarding their discharge coefficients, more information is needed via research on their energy dissipation downstream. This study conducted experimental tests to assess the [...] Read more.
Sharp-crested weirs are commonly used in hydraulic engineering for flow measurement and control. Despite extensive research on sharp-crested weirs, particularly regarding their discharge coefficients, more information is needed via research on their energy dissipation downstream. This study conducted experimental tests to assess the influence of contraction ratio (b/B) of rectangular sharp-crested weirs (RSCWs) on energy dissipation downstream under free flow conditions. Five RSCWs with different b/B equals 6/24, 7/24, 8/24, 9/24, and 10/24 were used. The results showed a consistent decrease in relative energy dissipation (Δ𝐸𝑟) with an increase in the head over the weir. Furthermore, as the discharge per unit width (q) increased, the relative energy dissipation (Δ𝐸𝑟) decreased, indicating more efficient discharge over the weir. A higher b/B further reduces Δ𝐸𝑟, suggesting that wider weirs are more effective in minimizing energy losses. The maximum relative residual energy (E1/E0) and relative energy dissipation (Δ𝐸𝑟) occurred at b/B = 10/24 and 6/24, with values of 0.825 and 0.613, respectively. Additionally, the maximum discharge coefficient (Cd) of RSCWs is found at b/B = 6/24, with an average value of 0.623. The results support the accuracy of the proposed equation with R2 = 0.988, RMSE = 0.0083, and MAPE = 1.43%. Full article
(This article belongs to the Section Hydraulics and Hydrodynamics)
26 pages, 30978 KiB  
Article
Slope Surface Deformation Monitoring Based on Close-Range Photogrammetry: Laboratory Insights and Field Applications
by Tianxin Lu, Peng Han, Wei Gong, Shuangshuang Li, Shuangling Mo, Kaiyan Hu, Yihua Zhang, Chunyu Mo, Yuyan Li, Ning An, Fangjun Li, BingBing Han, Baofeng Wan and Ruidong Li
Remote Sens. 2024, 16(23), 4380; https://doi.org/10.3390/rs16234380 - 23 Nov 2024
Viewed by 243
Abstract
Slope surface deformation monitoring plays an important role in landslide risk assessment and early warning. Currently, the mainstream GNSS, as a point-measurement technique, is expensive to deploy, resulting in information on only a few points of displacement being obtained on a target slope [...] Read more.
Slope surface deformation monitoring plays an important role in landslide risk assessment and early warning. Currently, the mainstream GNSS, as a point-measurement technique, is expensive to deploy, resulting in information on only a few points of displacement being obtained on a target slope in practical applications. In contrast, optical images can contain more information on slope displacement at a much lower cost. Therefore, a low-cost, high-spatial-resolution and easy-to-implement landslide surface deformation monitoring system based on close-range photogrammetry is developed in this paper. The proposed system leverages multiple image processing methods and monocular visual localization, combined with machine learning, to ensure accurate monitoring under time series. The results of several laboratory landslide experiments show that the proposed system achieved millimeter-level monitoring accuracy in laboratory landslide experiments. Moreover, the proposed system could capture slow displacement precursors of 5 mm to 10 mm before significant landslide failure occurred, which provides favorable surface deformation evidence for landslide monitoring and early warning. In addition, the system was deployed on a natural slope in Lanzhou, yielding preliminary effective monitoring results. The laboratory experimental results demonstrated the system’s effectiveness and high accuracy in monitoring landslide surface deformation, particularly its significant application value in early warning. The field deployment results indicated that the system could also effectively provide data support in natural environments, offering practical evidence for landslide monitoring and warning. Full article
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Figure 1

Figure 1
<p>The flowchart of the proposed landslide surface deformation monitoring system in the laboratory.</p>
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<p>The convolutional neural network for digit recognition.</p>
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<p>Diagram of camera-extrinsic estimation from known points for solving unknown points.</p>
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<p>The indoor experimental setup.</p>
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<p>The indoor experimental site.</p>
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<p>Images of the actual slope after (<b>a</b>) 1800 s, (<b>b</b>) 1950 s, (<b>c</b>) 2130 s, (<b>d</b>) 2140 s, (<b>e</b>) 2150 s, and (<b>f</b>) 2200 s of rainfall in Experiment 1, with marker numbers identified.</p>
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<p>The displacement of selected markers at different slope positions over time in Experiment 1.</p>
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<p>The displacement of all markers colored by position, with representative markers highlighted at different positions in the five-minute time window before the significant crack in Experiment 1.</p>
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<p>Surface displacement after (<b>a</b>) 1800s, (<b>b</b>) 1950s, (<b>c</b>) 2130s, (<b>d</b>) 2140s, (<b>e</b>) 2150s, and (<b>f</b>) 2200s rainfall in Experiment 1.</p>
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<p>Surface strain after (<b>a</b>) 1800s, (<b>b</b>) 1950s, (<b>c</b>) 2130s, (<b>d</b>) 2140s, (<b>e</b>) 2150s, and (<b>f</b>) 2200s rainfall in Experiment 1.</p>
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<p>Images of the actual slope after (<b>a</b>) 0 s, (<b>b</b>) 1660 s, (<b>c</b>) 1760 s, (<b>d</b>) 1860 s, (<b>e</b>) 1910 s, and (<b>f</b>) 1960 s rainfall in Experiment 4, with marker numbers identified.</p>
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<p>The displacement of selected markers at different slope positions over time in Experiment 4.</p>
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<p>The displacement of all markers colored by position, with representative markers highlighted at different slope positions in the 700 s time window before the significant crack in Experiment 4.</p>
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<p>Surface displacement after (<b>a</b>) 0 s, (<b>b</b>) 1660 s, (<b>c</b>) 1760 s, (<b>d</b>) 1860 s, (<b>e</b>) 1910 s, and (<b>f</b>) 1960 s rainfall in Experiment 4.</p>
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<p>Surface strain after (<b>a</b>) 0 s, (<b>b</b>) 1660 s, (<b>c</b>) 1760 s, (<b>d</b>) 1860 s, (<b>e</b>) 1910 s, and (<b>f</b>) 1960 s rainfall in Experiment 4.</p>
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<p>True value measurement by two measuring tapes on both sides.</p>
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<p>Absolute error box plots for all markers over corresponding frames of (<b>a</b>) Experiment 1, (<b>b</b>) Experiment 2, (<b>c</b>) Experiment 3, and (<b>d</b>) Experiment 4.</p>
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<p>Absolute errors for the corresponding marker number across all frames in (<b>a</b>) Experiment 1, (<b>b</b>) Experiment 2, (<b>c</b>) Experiment 3, and (<b>d</b>) Experiment 4.</p>
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<p>Average error box plots for each experiment in (<b>a</b>) the temporal dimension and (<b>b</b>) the spatial dimension.</p>
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<p>Overview of the target area (<b>left</b>) and close-up of the system deployment location (<b>right</b>).</p>
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<p>The camera imaging view with labeled markers.</p>
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<p>(<b>a</b>) Pixel coordinate movement of markers between 4 August 2023 and 11 November 2023. (<b>b</b>) A scatter plot illustrating the relationship between the displacements calculated by the RTK and our system, along with the regression trend line. (<b>c</b>) Absolute displacement error for each marker.</p>
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30 pages, 26115 KiB  
Article
Application of Active Soil Gas Screening for the Identification of Groundwater Contamination with Chlorinated Hydrocarbons at an Industrial Area—A Case Study of the Former Refrigerator Manufacturer Calex (City of Zlaté Moravce, Western Slovakia)
by Roman Tóth, Edgar Hiller, Veronika Špirová, Ľubomír Jurkovič, Ľubica Ševčíková, Juraj Macek, Claudia Čičáková, Tibor Kovács and Anton Auxt
Appl. Sci. 2024, 14(23), 10842; https://doi.org/10.3390/app142310842 - 22 Nov 2024
Viewed by 570
Abstract
Background: Groundwater contamination with chlorinated hydrocarbons (CLHCs), particularly with tetrachloroethylene (PCE) and trichloroethylene (TCE), which are used in industry for degreasing and cleaning, can be considered a serious problem concerning the entire world. In addition to conventional groundwater monitoring from a network of [...] Read more.
Background: Groundwater contamination with chlorinated hydrocarbons (CLHCs), particularly with tetrachloroethylene (PCE) and trichloroethylene (TCE), which are used in industry for degreasing and cleaning, can be considered a serious problem concerning the entire world. In addition to conventional groundwater monitoring from a network of wells, several screening methods have been proposed to identify and delineate groundwater contamination with volatile organic compounds (VOCs), such as soil gas measurement, bioindicators, direct-push technologies or geophysical techniques. The main objectives of this study were to confirm the feasibility of active soil gas screening for the characterisation of groundwater contamination with CLHCs under the wider area of the former refrigerator manufacturer (city of Zlaté Moravce, western Slovakia) and to evaluate the human health risks through exposure to CLHCs present in groundwater. Methods: a conventional site investigation based on concentration measurements using gas chromatography-mass spectrometry from monitoring wells and soil gas measurements using a portable photo-ionisation detector device were applied. Results: The chemical analyses showed the persistent contamination of groundwater, with PCE, TCE and other CLHCs, such as cis-1,2-dichloroethylene (cis-DCE) or 1,1,2-trichloroethane (TCA), being most severe in the zone of the former factory (up to 2690, 83,900, 6020 and 156 µg/L for PCE, TCE, cis-DCE and TCA, respectively), but also extended into the residential zone located 600 m along the groundwater flow line. Soil gas measurements of VOCs and other chemical parameters (methane (CH4), total petroleum (TP), carbon dioxide (CO2) and oxygen (O2)) from a densely designed network of sampling points (n = 300) helped trace the current state of groundwater contamination. Spatial distribution maps of VOCs concentrations in soil gas clearly marked the areas of the highest CLHCs concentrations in groundwater. Principal component analysis (PCA) confirmed a significant correlation of VOCs and CLHCs with the first principal component, PC1, explaining up to 84% of the total variability of the concentration data, suggesting that VOCs in soil gas were a suitable marker of the extent of groundwater contamination with CLHCs. Despite severe groundwater contamination with CLHCs reaching residential areas, local residents were not exposed to non-carcinogenic risks, but a potential carcinogenic risk was present. Conclusions: based on the results, it could be confirmed that soil gas screening is an efficient and quick tool for identifying the sources of groundwater contamination with CLHCs as well as the level of this contamination. Full article
24 pages, 5064 KiB  
Article
High-Precision Permeability Evaluation of Complex Carbonate Reservoirs in Marine Environments: Integration of Gaussian Distribution and Thomeer Model Using NMR Logging Data
by Hengyang Lv, Jianhong Guo, Baoxiang Gu, Yuhan Liu, Li Wang, Long Wang, Zuomin Zhu and Zhansong Zhang
J. Mar. Sci. Eng. 2024, 12(12), 2135; https://doi.org/10.3390/jmse12122135 - 22 Nov 2024
Viewed by 542
Abstract
Accurate evaluation of permeability parameters is critical for the exploration and development of oil and gas fields. Among the available techniques, permeability assessment based on nuclear magnetic resonance (NMR) logging data is one of the most widely used and precise methods. However, the [...] Read more.
Accurate evaluation of permeability parameters is critical for the exploration and development of oil and gas fields. Among the available techniques, permeability assessment based on nuclear magnetic resonance (NMR) logging data is one of the most widely used and precise methods. However, the rapid biochemical variations in marine environments give rise to complex pore structures and strong reservoir heterogeneity, which diminish the effectiveness of traditional SDR and Timur–Coates models. To address these challenges in complex carbonate reservoirs, this study proposes a high-precision permeability evaluation method that integrates the Gaussian distribution model with the Thomeer model for more accurate permeability calculations using NMR logging data. Multimodal Gaussian distributions more accurately capture the size and distribution of multiscale pores. In this study, we innovatively employ the Gaussian distribution function to construct NMR-derived pseudo-pore size distribution curves. Subsequently, Thomeer model parameters are derived from Gaussian distribution parameters, enabling precise permeability calculation. The application of this method to the marine dolomite intervals of the Asmari Formation, Section A, within Oilfield A in southeastern Iraq, demonstrates its superior performance under both bimodal and unimodal pore size distributions. Compared to traditional models, this approach significantly reduces errors, providing crucial support for the accurate evaluation of complex reservoirs and the development of hydrocarbon resources. Full article
(This article belongs to the Special Issue Petroleum and Gas Hydrate Exploration and Marine Geology)
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<p>The acquisition of nuclear magnetic resonance (NMR) logging data and mercury injection capillary pressure (MICP) experiments. (<b>a</b>) Schematic diagram of NMR logging; (<b>b</b>) NMR logging T2 distribution spectrum; (<b>c</b>) ① schematic diagram of coring sample, ② schematic diagram of plunger sample acquisition; (<b>d</b>) mercury injection instrument; (<b>e</b>) MICP experimental results schematic.</p>
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<p>Comparison of pore size distribution curves and NMR logging spectra. (<b>a</b>) MICP pore size distribution curve; (<b>b</b>) NMR porosity distribution spectrum.</p>
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<p>Fitting results and accuracy. (<b>a</b>–<b>d</b>) the pore size distribution processing results for core sample ①; (<b>e</b>–<b>h</b>) the processing results of the NMR distribution spectrum for core sample ①; (<b>i</b>–<b>l</b>) the pore size distribution processing results for core sample ②; (<b>m</b>–<b>p</b>) the processing results of the NMR distribution spectrum for core sample ②.</p>
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<p>An analysis of the weight and mean. (<b>a</b>) comparison of MICP Gaussian weights and NMR Gaussian weights; (<b>b</b>) relationship between MICP Gaussian Mean and NMR Gaussian Mean.</p>
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<p>An analysis of StdDev for large and small pores. (<b>a</b>) Fitting results of <math display="inline"><semantics> <mrow> <mi>log</mi> <msub> <mi>σ</mi> <mrow> <msub> <mn>1</mn> <mrow> <mrow> <mo>(</mo> <mrow> <mi>N</mi> <mi>M</mi> <mi>R</mi> </mrow> <mo>)</mo> </mrow> </mrow> </msub> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>log</mi> <msub> <mi>σ</mi> <mn>1</mn> </msub> </mrow> </semantics></math> for large pores; (<b>b</b>) fitting results of <math display="inline"><semantics> <mrow> <mi>log</mi> <msub> <mi>σ</mi> <mrow> <msub> <mn>2</mn> <mrow> <mrow> <mo>(</mo> <mrow> <mi>N</mi> <mi>M</mi> <mi>R</mi> </mrow> <mo>)</mo> </mrow> </mrow> </msub> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>log</mi> <msub> <mi>σ</mi> <mn>2</mn> </msub> </mrow> </semantics></math> for small pores.</p>
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<p>Thomeer hyperbolic curve.</p>
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<p>The effect of Thomeer parameters on the pore size distribution curve. (<b>a</b>) Characterization of displacement pressure (<math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mi>d</mi> </msub> </mrow> </semantics></math>) on pore throat size; (<b>b</b>) characterization of pore throat characteristics by geometric factors (<math display="inline"><semantics> <mi>G</mi> </semantics></math>); (<b>c</b>) invisible characterization of rock samples by maximum mercury injection volume (<math display="inline"><semantics> <mrow> <msub> <mi>B</mi> <mrow> <mi>v</mi> <mo>∞</mo> </mrow> </msub> </mrow> </semantics></math>).</p>
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<p>Permeability calculation. (<b>a</b>) Fitting results of <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mi>d</mi> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mi>k</mi> </semantics></math>; (<b>b</b>) comparison of predicted <math display="inline"><semantics> <mi>k</mi> </semantics></math> and actual <math display="inline"><semantics> <mi>k</mi> </semantics></math>.</p>
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<p>A flowchart of the permeability logging evaluation process.</p>
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<p>Gaussian parameters and permeability calculation results. (<b>a</b>) Fitting Gaussian parameter results; (<b>b</b>) permeability results based on Gaussian parameters vs. core experiment results; (<b>c</b>) permeability results from the Timur–Coates model vs. core experiment results; (<b>d</b>) the permeability results from the SDR model vs. core experiment results; (<b>e</b>) the permeability results from the pore–permeability relationship vs. core experiment results.</p>
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<p>A comparison of four permeability calculation models. (<b>a</b>) Permeability results based on Gaussian parameters versus actual values; (<b>b</b>) Permeability results from pore permeability relationships versus actual values; (<b>c</b>) Permeability results from the Timur-Coates model versus actual values; (<b>d</b>) Permeability results from the SDR model versus actual values.</p>
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22 pages, 19515 KiB  
Article
An Approach to Predicting Urban Carbon Stock Using a Self-Attention Convolutional Long Short-Term Memory Network Model: A Case Study in Wuhan Urban Circle
by Zhi Zhou, Xueling Wu and Bo Peng
Remote Sens. 2024, 16(23), 4372; https://doi.org/10.3390/rs16234372 - 22 Nov 2024
Viewed by 387
Abstract
To achieve the regional goal of “double carbon”, it is necessary to map the carbon stock prediction for a wide area accurately and in a timely fashion. This paper introduces a long- and short-term memory network algorithm called the Self-Attention Convolutional Long and [...] Read more.
To achieve the regional goal of “double carbon”, it is necessary to map the carbon stock prediction for a wide area accurately and in a timely fashion. This paper introduces a long- and short-term memory network algorithm called the Self-Attention Convolutional Long and Short-Term Memory Network (SA-ConvLSTM). This paper takes the Wuhan urban circle of China as the research object, establishes a carbon stock AI prediction model, constructs a carbon stock change evaluation system, and investigates the correlation between carbon stock change and land use change during urban expansion. The results demonstrate that (1) the overall accuracy of the ConvLSTM and SA-ConvLSTM models improved by 4.68% and 4.70%, respectively, when compared to the traditional metacellular automata prediction methods (OS-CA, Open Space Cellular Automata Model), and for small sample categories such as barren land, shrubs, and grassland, the accuracy of SA-ConvLSTM increased by 17.15%, 43.12%, and 51.37%, respectively; (2) from 1999 to 2018, the carbon stock in the Wuhan urban area showed a decreasing trend, with an overall decrease of 6.49 × 106 MgC. The encroachment of arable land due to rapid urbanization is the main reason for the decrease in carbon stock in the Wuhan urban area. From 2018 to 2023, the predicted value of carbon stock in the Wuhan urban area was expected to increase by 9.17 × 104 MgC, mainly due to the conversion of water bodies into arable land, followed by the return of cropland to forest; (3) the historical spatial error model (SEM) indicates that for each unit decrease in carbon stock change, the Single Land Use Dynamic Degree (SLUDD) of water bodies and impervious surfaces will increase by 119 and 33 units, respectively. For forests, grasslands, and water bodies, the future spatial error model (SEM) indicated that for each unit increase in carbon stock change, the SLUDD would increase by 55, 7, and −305 units, respectively. This study demonstrates that we can use deep neural networks as a new method for predicting land use expansion, revealing the key impacts of land use change on carbon stock change from both historical and future perspectives and providing valuable insights for policymakers. Full article
(This article belongs to the Special Issue Proximal and Remote Sensing for Low-Cost Soil Carbon Stock Estimation)
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<p>Flowchart for predicting and analyzing urban carbon stocks.</p>
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<p>(<b>a</b>) The geographical position of the Wuhan City Circle in China; (<b>b</b>) The Digital Elevation Model (DEM) of the Wuhan City Circle.</p>
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<p>The Self-Attention ConvLSTM block.</p>
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<p>Self-Attention Memory Module.</p>
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<p>Auxiliary channel factorization diagram.</p>
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<p>Visualization results for the regional center Guanggu: (<b>a1</b>–<b>a5</b>) indicate some of the inputs to the model; (<b>b1</b>–<b>b5</b>) ground-truth land use maps for the years 2014, 2015, 2016, 2017, and 2018; (<b>c1</b>–<b>c5</b>), (<b>d1</b>–<b>d5</b>) and (<b>e1</b>–<b>e5</b>) are the corresponding predictions of OS-CA, ConvLSTM and SA-ConvLSTM, respectively.</p>
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<p>(<b>a</b>) Land use in 1999; (<b>b</b>) Land use in 2018; (<b>c</b>) Spatial distribution of carbon stocks in 1999; (<b>d</b>) Spatial distribution of carbon stocks in 2018; (<b>e</b>) Map of carbon stock changes in the study area from 1999 to 2018.</p>
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<p>(<b>a</b>) Land use in 2018; (<b>b</b>) Land use in 2023; (<b>c</b>) Spatial distribution of carbon stocks in 2018; (<b>d</b>) Spatial distribution of carbon stocks in 2023; (<b>e</b>) Map of carbon stock changes in the study area from 2018 to 2023.</p>
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<p>Carbon stocks from 1999 to 2023.</p>
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<p>The figures (<b>A</b>–<b>I</b>) for 1999–2018 and (<b>J</b>–<b>R</b>) for 2019–2023 show the change in entropy of Single Land Use Dynamics Degree (SLUDD), entropy of composite land use dynamics (LC), and entropy of land use mixture (LUM) for different land use types (1999–2018 and 2018–2023) over time. Land use types include cropland (CL), forest (FL), shrubland (SL), grassland (GL), water bodies (WB), barren land (BL), and impervious land (IL).</p>
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18 pages, 895 KiB  
Article
Trends of Ocean Underwater Acoustic Levels Recorded Before, During, and After the 2020 COVID Crisis
by Rocío Prieto González, Alice Affatati, Mike van der Schaar and Michel André
Environments 2024, 11(12), 266; https://doi.org/10.3390/environments11120266 - 22 Nov 2024
Viewed by 141
Abstract
Since the Industrial Revolution, underwater soundscapes have become more complex and contaminated due to increased cumulative human activities. Anthropogenic underwater sources have been growing in number, and shipping noise has become the primary source of chronic acoustic exposure. However, global data on current [...] Read more.
Since the Industrial Revolution, underwater soundscapes have become more complex and contaminated due to increased cumulative human activities. Anthropogenic underwater sources have been growing in number, and shipping noise has become the primary source of chronic acoustic exposure. However, global data on current and historic noise levels is lacking. Here, using the Listening to the Deep-Ocean Environment network, we investigated the baseline shipping noise levels in thirteen observatories (eight stations from ONC Canada, four from the JAMSTEC network, and OBSEA in the Mediterranean Sea) and, in five of them, animal presence. Our main results show yearly noise variability in the studied locations that is not dominated by marine traffic but by natural and biological patterns. The halt in transportation due to COVID was insignificant when the data were recorded far from shipping routes. In order to better design a legislative framework for mitigating noise impacts, we highlight the importance of using tools that allow for long-term acoustic monitoring, automated detection of sounds, and big data handling and management. Full article
(This article belongs to the Special Issue New Solutions Mitigating Environmental Noise Pollution III)
40 pages, 109930 KiB  
Article
Biophysical, Spatial, Functional, and Constructive Analysis of the Pre-Hispanic Terraces of the Ancient City of Pisaq, Cusco, Peru, 2024
by Francis Huaman, Doris Esenarro, Jesus Prado Meza, Jesica Vilchez Cairo, Carlos Vargas Beltran, Crayla Alfaro Aucca, Cecilia Arriola and Valeria Peña Calle
Heritage 2024, 7(12), 6526-6565; https://doi.org/10.3390/heritage7120303 - 22 Nov 2024
Viewed by 335
Abstract
The aim of the research is to examine the biophysical, spatial, functional, and structural components of the pre-Hispanic terracing systems located in the ancient city of Pisaq, considering the impacts of tourism, geological instability, and cultural loss on the ecological and economic value [...] Read more.
The aim of the research is to examine the biophysical, spatial, functional, and structural components of the pre-Hispanic terracing systems located in the ancient city of Pisaq, considering the impacts of tourism, geological instability, and cultural loss on the ecological and economic value of the terracing system. The methodology includes site analysis, climatology, and an examination of local flora and fauna, supported by digital tools such as QGIS 3.34, Google Earth Pro 2024, and Sun-Path. The results were primarily supported by the use of software tools such as QGIS, AutoCAD 2023, SketchUp 2022, 3D Sun-Path, D5 Render 2024, and Photoshop 2021. The findings include a biophysical analysis related to ecological and economic zoning (EEZ), which determines variables for preservation and reforestation; a spatial analysis measuring the cultivation terraces, with areas ranging from 4.89 ha to 110.20 ha; a functional analysis examining geophysical aspects such as seismic resistance and microclimate effects due to the greenhouse effect; and a constructive analysis that characterizes terrace typologies from an architectural perspective. In conclusion, this analysis evaluates the terracing system of the archaeological park to ensure its preservation and effective management. It also highlights that Inca culture has left a legacy of sustainable architecture, which aligns with the current Sustainable Development Goals (SDGs) (6, 11, 13, 15). Full article
(This article belongs to the Section Archaeological Heritage)
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<p>(<b>A</b>) Karnak, reprinted with permission from Ref. [<a href="#B14-heritage-07-00303" class="html-bibr">14</a>]. 2021, Clarín; (<b>B</b>) The Parthenon, reprinted with permission from Ref. [<a href="#B15-heritage-07-00303" class="html-bibr">15</a>]. 2014, Mark Cartwright and World History Encyclopedia; (<b>C</b>) Hampi, reprinted with permission from Ref. [<a href="#B16-heritage-07-00303" class="html-bibr">16</a>]. 2017, MADUR and Karnataka; (<b>D</b>) Machu Picchu; and construction timeline.</p>
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<p>(<b>A</b>) Caral, reprinted with permission from Ref. [<a href="#B28-heritage-07-00303" class="html-bibr">28</a>]. 2021, Carme Mayans and National Geographic; (<b>B</b>) <span class="html-italic">Chavín de Huántar</span>, reprinted with permission from Ref. [<a href="#B29-heritage-07-00303" class="html-bibr">29</a>]. 2018, Marca Perú; (<b>C</b>) Kuelap, reprinted with permission from Ref. [<a href="#B30-heritage-07-00303" class="html-bibr">30</a>]. 2018, El Comercio; (<b>D</b>) Choquequirao, reproduced with permission from Ref. [<a href="#B31-heritage-07-00303" class="html-bibr">31</a>]. 2024, Vivian Marice and TreXperience; and construction timeline.</p>
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<p>(<b>A</b>) Ollantaytambo, reprinted with permission from Ref. [<a href="#B39-heritage-07-00303" class="html-bibr">39</a>]. n.d., Travelpax; (<b>B</b>) Moray; (<b>C</b>) Tipon; and predominant materiality.</p>
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<p>(<b>A</b>) Terracing Systems; and (<b>B</b>) Ancient City of Pisaq (<span class="html-italic">Pisaq’a</span>).</p>
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<p>(<b>A</b>) Hazard map, Ref. [<a href="#B47-heritage-07-00303" class="html-bibr">47</a>]. 2005, Hector Acurio and INDECI; (<b>B</b>) erosion, reprinted with permission from Ref. [<a href="#B44-heritage-07-00303" class="html-bibr">44</a>]. 2021. INGEMENT; and (<b>C</b>) landslides, reprinted with permission from Ref. [<a href="#B47-heritage-07-00303" class="html-bibr">47</a>]. 2005, Hector Acurio and INDECI.</p>
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<p>Methodological Scheme of the Research.</p>
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<p>Steps for the representation of the terrace system.</p>
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<p>(<b>A</b>) Map of South America, Peru Country; (<b>B</b>) Map of Cusco department, Calca province; and (<b>C</b>) Map of Pisac District, Ancient City of Pisaq.</p>
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<p>Climatic analysis diagram.</p>
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<p>Distribution of flora and fauna in the district of Pisaq: (<b>A</b>) <span class="html-italic">tunilla</span>, reprinted with permission from Ref. [<a href="#B66-heritage-07-00303" class="html-bibr">66</a>], 2024, iNaturalist; (<b>B</b>) <span class="html-italic">asiento de suegra</span>; reprinted with permission from Ref. [<a href="#B66-heritage-07-00303" class="html-bibr">66</a>], 2024, iNaturalist; (<b>C</b>) peregrine falcon, reprinted with permission from Ref. [<a href="#B66-heritage-07-00303" class="html-bibr">66</a>], 2023, iNaturalist; (<b>D</b>) spectacled bear, reprinted with permission from Ref. [<a href="#B66-heritage-07-00303" class="html-bibr">66</a>], 2024, iNaturalist; and (<b>E</b>) taruka, reprinted with permission from Ref. [<a href="#B66-heritage-07-00303" class="html-bibr">66</a>], 2024, iNaturalist.</p>
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<p>Topographic map and croos-sections of the ancient city of Pisaq.</p>
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<p>Hydrogeographic map of the ancient city of Pisaq.</p>
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<p>Species distribution in the ancient city of Pisaq. (<b>A</b>) <span class="html-italic">Asiento de suegra</span>, reprinted with permission from Ref. [<a href="#B72-heritage-07-00303" class="html-bibr">72</a>], 2024, iNaturalist; (<b>B</b>) peregrine falcon, reprinted with permission from Ref. [<a href="#B72-heritage-07-00303" class="html-bibr">72</a>]. 2024, iNaturalist; (<b>C</b>) <span class="html-italic">Trompeta de angel</span>, reprinted with permission from Ref. [<a href="#B72-heritage-07-00303" class="html-bibr">72</a>], 2024, iNaturalist; (<b>D</b>) <span class="html-italic">Lobivia hertrichiana</span> reprinted with permission from Ref. [<a href="#B72-heritage-07-00303" class="html-bibr">72</a>], 2024, iNaturalist. (<b>E</b>) chinchilla; (<b>F</b>) alpaca, reprinted with permission from Ref. [<a href="#B72-heritage-07-00303" class="html-bibr">72</a>], 2024, iNaturalist; and (<b>G</b>) llama, reprinted with permission from Ref. [<a href="#B72-heritage-07-00303" class="html-bibr">72</a>], 2024, iNaturalist.</p>
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<p>Life zone in the ancient city of Pisaq.</p>
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<p>Ecological and economic zoning Map of Pisaq.</p>
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<p>Intervention site and delimited study area.</p>
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<p>Site analysis Map.</p>
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<p>Zoning of the terrace systems.</p>
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<p>Sizing of the terrace system.</p>
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<p>(<b>3C</b>) <span class="html-italic">Q’ente muyurina</span> terrace; (<b>3D</b>) <span class="html-italic">Wanuwanupata</span>; and architectural concepts.</p>
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<p>(<b>1A</b>) ceremonial terrace, (<b>2A</b>) <span class="html-italic">Qhosqa</span>, (<b>1B</b>) <span class="html-italic">K’allaq’asa</span> terrace and architectural Concepts.</p>
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<p>Soil layers within the foundation, adapted with permission from Ref. [<a href="#B89-heritage-07-00303" class="html-bibr">89</a>]. 2023, Amparo Abarca.</p>
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<p>Mitigation of runoff in the terraces.</p>
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<p>Heat loss in the terraces and anabatic flow, adapted with permission from Ref. [<a href="#B100-heritage-07-00303" class="html-bibr">100</a>], 2022, Paul Jofrey.</p>
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<p>(<b>A</b>) Trophic chain of the area; and (<b>B</b>) cultivable foods.</p>
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<p>Structure of the terrace system, adapted with permission from DGCyE [<a href="#B108-heritage-07-00303" class="html-bibr">108</a>].</p>
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<p>Typology of terraces: (<b>A</b>) Terrace type 01; (<b>B</b>) Terrace Type 02, adapted with permission from Ref. [<a href="#B106-heritage-07-00303" class="html-bibr">106</a>].</p>
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<p>Type 1 terrace, (<b>1A</b>) ceremonial terrace.</p>
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<p>Type 1 terrace: (<b>3C</b>) <span class="html-italic">Q’ente muyurina</span> terrace; and (<b>3D</b>) <span class="html-italic">Wanuwanupata</span>.</p>
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<p>Type 2 terrace, (3A) Tree-dimensional rendering of <span class="html-italic">Acchapata</span> terrace.</p>
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30 pages, 45867 KiB  
Article
Quantitative Assessment of Future Environmental Changes in Hydrological Risk Components: Integration of Remote Sensing, Machine Learning, and Hydraulic Modeling
by Farinaz Gholami, Yue Li, Junlong Zhang and Alireza Nemati
Water 2024, 16(23), 3354; https://doi.org/10.3390/w16233354 - 22 Nov 2024
Viewed by 338
Abstract
Floods are one of the most devastating natural hazards that have intensified due to land use land cover (LULC) changes in recent years. Flood risk assessment is a crucial task for disaster management in flood-prone areas. In this study, we proposed a flood [...] Read more.
Floods are one of the most devastating natural hazards that have intensified due to land use land cover (LULC) changes in recent years. Flood risk assessment is a crucial task for disaster management in flood-prone areas. In this study, we proposed a flood risk assessment framework that combines flood vulnerability, hazard, and damages under long-term LULC changes in the Tajan watershed, northern Iran. The research analyzed historical land use change trends and predicted changes up to 2040 by employing a Geographic Information System (GIS), remote sensing, and land change modeling. The flood vulnerability map was generated using the Random Forest model, incorporating historical data from 332 flooded locations and 12 geophysical and anthropogenic flood factors under LULC change scenarios. The potential flood damage costs in residential and agricultural areas, considering long-term LULC changes, were calculated using the HEC-RAS hydraulic model and a global damage function. The results revealed that unplanned urban growth, agricultural expansion, and deforestation near the river downstream amplify flood risk in 2040. High and very high flood vulnerability areas would increase by 43% in 2040 due to human activities and LULC changes. Estimated annual flood damage for agriculture and built-up areas was projected to surge from USD 162 million to USD 376 million and USD 91 million to USD 220 million, respectively, considering 2021 and 2040 land use change scenarios in the flood-prone region. This research highlights the importance of land use planning in mitigating flood-associated risks, both in the studied area and other flood-prone regions. Full article
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<p>The location of the study area and the flooded and non-flooded points’ distribution.</p>
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<p>The conceptual framework of the methodology used in this study.</p>
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<p>Influencing flood factor maps: (<b>a</b>) slope, (<b>b</b>) aspect, (<b>c</b>) altitude, (<b>d</b>) TWI, (<b>e</b>) TPI, (<b>f</b>) TRI, (<b>g</b>) soil, (<b>h</b>) rainfall, (<b>i</b>) drainage density, (<b>j</b>) distance from river, (<b>k</b>) lithology, and (<b>l</b>) LULC.</p>
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<p>Influencing flood factor maps: (<b>a</b>) slope, (<b>b</b>) aspect, (<b>c</b>) altitude, (<b>d</b>) TWI, (<b>e</b>) TPI, (<b>f</b>) TRI, (<b>g</b>) soil, (<b>h</b>) rainfall, (<b>i</b>) drainage density, (<b>j</b>) distance from river, (<b>k</b>) lithology, and (<b>l</b>) LULC.</p>
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<p>Influencing flood factor maps: (<b>a</b>) slope, (<b>b</b>) aspect, (<b>c</b>) altitude, (<b>d</b>) TWI, (<b>e</b>) TPI, (<b>f</b>) TRI, (<b>g</b>) soil, (<b>h</b>) rainfall, (<b>i</b>) drainage density, (<b>j</b>) distance from river, (<b>k</b>) lithology, and (<b>l</b>) LULC.</p>
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<p>A selected portion of the Tajan watershed for studying flood hazards and damages (<b>a</b>); images of the flood consequences in 2019 in the Tajan watershed (<b>b</b>) [<a href="#B23-water-16-03354" class="html-bibr">23</a>].</p>
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<p>The yearly maximum discharge data from 1989 to 2020 upstream and downstream of the Tajan River.</p>
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<p>Depth–damage curves adapted from [<a href="#B48-water-16-03354" class="html-bibr">48</a>].</p>
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<p>Land use land cover maps of (<b>a</b>) 2001, (<b>b</b>) 2011, and (<b>c</b>) 2021.</p>
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<p>Predicted land use land cover maps in 2040.</p>
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<p>Ranking flood influencing factors’ importance for LULC scenarios in (<b>a</b>) 2021 and (<b>b</b>) 2040.</p>
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<p>ROC-AUC curve of RF model utilizing (<b>a</b>) the training dataset and (<b>b</b>) the validation dataset based on 2021 and 2040 LULC scenarios.</p>
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<p>Flood vulnerability maps derived from RF in two scenarios: (<b>a</b>) scenario 2021 and (<b>b</b>) scenario 2040.</p>
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<p>Area of generated flood vulnerability regions: (<b>a</b>) scenario 2021; (<b>b</b>) scenario 2040.</p>
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<p>The simulated depth and inundation extent for return periods of 1000 years (<b>a</b>); the amount of each LULC class in the selected portion of the Tajan watershed from 2021 to 2040 (<b>b</b>); the simulated peak discharge and maximum depth at different return periods (<b>c</b>); the simulated food inundation extent at various return periods (<b>d</b>).</p>
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<p>Comparison of simulated and observed depths (m) at upstream and downstream stations.</p>
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<p>Flood damages estimation at various return periods under LULC scenarios: (<b>a</b>) built-up area; (<b>b</b>) agricultural land.</p>
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<p>Probability of exceedance curves: (<b>a</b>) built-up area; (<b>b</b>) agricultural land.</p>
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<p>Total expected annual damage (EAD) assessment based on LULC scenarios for agricultural land and built-up areas in 2021 and 2040.</p>
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2 pages, 215 KiB  
Correction
Correction: Telesca et al. Visibility Graph Analysis of Reservoir-Triggered Seismicity: The Case of Song Tranh 2 Hydropower, Vietnam. Entropy 2022, 24, 1620
by Luciano Telesca, Anh Tuan Thai, Michele Lovallo and Dinh Trong Cao
Entropy 2024, 26(12), 1003; https://doi.org/10.3390/e26121003 - 22 Nov 2024
Viewed by 165
Abstract
There was an error in the original publication [...] Full article
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Figure 8

Figure 8
<p>Relationship between the <span class="html-italic">b</span>-value and <span class="html-italic">k</span>–<span class="html-italic">M</span> slope for different seismic catalogues: ST2, Taiwan and Italy [20], Pannonia [17], Iran [18], Mexico [11], synthetic seismicity [21].</p>
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26 pages, 2492 KiB  
Article
The Effects of Tree Shade on Vineyard Microclimate and Grape Production: A Novel Approach to Sun Radiation Modelling as a Response to Climate Change
by Isilda Cunha Menezes, Mário Santos, Lourdes Bugalho and Mário Gonzalez Pereira
Land 2024, 13(11), 1970; https://doi.org/10.3390/land13111970 - 20 Nov 2024
Viewed by 545
Abstract
Climate change threatens established agricultural systems and production, driving the need for adaptation and mitigation strategies. Vitiforestry, an alternative cultivation system combining trees and shrubs in the vineyard, promotes environmental sustainability and offers a possible adaptation strategy to climate change. This work scrutinizes [...] Read more.
Climate change threatens established agricultural systems and production, driving the need for adaptation and mitigation strategies. Vitiforestry, an alternative cultivation system combining trees and shrubs in the vineyard, promotes environmental sustainability and offers a possible adaptation strategy to climate change. This work scrutinizes the impact of shading on vineyards using an Integrated Model of Vineyard Shading and Climate Adaptation (IMVSCA), supported by a system dynamics approach. This model estimates solar radiation and computes daily and annual trends of insolation, air temperature, and relative humidity to shading and its influence on vineyard growth stages. It also assesses the effects of shading-related extreme weather events and the occurrence of grapevine disease development driven by daily weather conditions and zoning adaptations. The pilot results depict the effects of tree shading on vineyards, namely the impacts of solar radiation and air temperature on vine phenology, pollination, pollen germination, fungal diseases, and the complimentary indicators of grape production and quality. Our modeling framework and findings suggest that vitiforestry could be an interesting climate change adaptation technique, providing a starting point for further studies in this scope. Full article
(This article belongs to the Section Land–Climate Interactions)
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Figure 1

Figure 1
<p>The Integrated Model of Vineyard Shading and Climate Adaptation (IMVSCA) scheme, with the logical sequence of its modules. The Light–Shadow Module consists of three submodules: Sunrise–Sunset, Light–Orchard, and Tree–Shadow.</p>
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<p>Description of the shadow effect of a tree on a grapevine according to the (<b>a</b>) azimuthal and (<b>b</b>) zenithal movement of the sun. The tree has a cylindrical trunk of negligible diameter, a cylindrical crown with a radius <math display="inline"><semantics> <mrow> <mi>r</mi> </mrow> </semantics></math> and a height <math display="inline"><semantics> <mrow> <mi>h</mi> <mo>=</mo> <msub> <mrow> <mi>h</mi> </mrow> <mrow> <mi>c</mi> <mi>r</mi> <mi>o</mi> <mi>w</mi> <mi>n</mi> <mo> </mo> <mi>t</mi> <mi>o</mi> <mi>p</mi> </mrow> </msub> <mo>−</mo> <msub> <mrow> <mi>h</mi> </mrow> <mrow> <mi>c</mi> <mi>r</mi> <mi>o</mi> <mi>w</mi> <mi>n</mi> <mo> </mo> <mi>b</mi> <mi>a</mi> <mi>s</mi> <mi>e</mi> </mrow> </msub> </mrow> </semantics></math>. Without losing generality, in the case illustrated in the figure, the grapevine is located at point O and the tree at point T to the east, and at a distance (<math display="inline"><semantics> <mrow> <msub> <mrow> <mi>d</mi> </mrow> <mrow> <mi>V</mi> <mi>T</mi> </mrow> </msub> </mrow> </semantics></math>) from the grapevine. On panel (<b>a</b>), <math display="inline"><semantics> <mrow> <mi>ψ</mi> </mrow> </semantics></math> represents the azimuthal angle of the sun, which changes from sunrise to sunset, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>α</mi> </mrow> <mrow> <mi>T</mi> </mrow> </msub> </mrow> </semantics></math> is the constant azimuth angle of the tree trunk, and <math display="inline"><semantics> <mrow> <mi>β</mi> </mrow> </semantics></math> is the shadow angle defined between the line segments <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>O</mi> <mi>T</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> and the tangents <math display="inline"><semantics> <mrow> <mi>c</mi> </mrow> </semantics></math> to the projection of the crown on the horizontal plane. On panel (<b>b</b>), <math display="inline"><semantics> <mrow> <mi>θ</mi> </mrow> </semantics></math> is the solar height angle, which also changes in time, and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>θ</mi> </mrow> <mrow> <mn>1</mn> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>θ</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> </mrow> </semantics></math> are the height angle of the tree crown top and bottom, respectively.</p>
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<p>The monthly anomaly of the mean air temperature (<b>left panel</b>) and the precipitation (<b>right panel</b>) in the weather station of Pinhão for the years 1981–1982 and 2004–2005 (an anomaly is the difference between the monthly mean for a specific month of a specific year and the climatological normal for that month).</p>
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<p>Periods (maximum and minimum dates) of the major phenological phases of the grapevines grown in the Douro Valley (beige horizontal bars), computed for the 1980–2009 period (Real et al., 2015), and the average dates of the same events obtained from the observed phenological dates in the city of Peso da Régua (light pink vertical bars) provided by the Association for the Development of Douro Viticulture (Associação para o Desenvolvimento da Viticultura Duriense, ADVID) (ADVID 2012), and in the Quinta de Santa Bárbara (QSB) (dark pink vertical bars), located in Pinhão (Sousa 2014), and simulated by the PM, using data from the weather station located in Pinhão, for the Touriga Franca variety, years 1982 and 2005, and considering the shadow effect of trees placed at the distances of 2.5 m (T2.5m) and 3 m (T3m) from the grapevine, north, east, south, and west of the grapevine.</p>
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<p>Simulation of the days with optimum weather conditions for the grapevine pollination and germination of the pollen for the years 1982 and 2005, under the influence of the trees located at a distance from the vineyard of 2.5 m and 3 m positioned at the north, west or east, and south of the grapevine.</p>
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