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21 pages, 4960 KiB  
Article
Evaluating Expert Opinion-Based Reservoir Operation in Cfa/Csa Climatic Conditions
by Mahdi Sedighkia and Bithin Datta
Hydrology 2025, 12(2), 28; https://doi.org/10.3390/hydrology12020028 - 6 Feb 2025
Viewed by 411
Abstract
This study evaluates the application of an expert opinion-based fuzzy method for reservoir operation in humid subtropical climate/hot-summer Mediterranean climatic classes (Cfa/Csa in the Köppen–Geiger climate classification system), which are characterized by humid subtropical to Mediterranean conditions with ample rainfall and seasonal water [...] Read more.
This study evaluates the application of an expert opinion-based fuzzy method for reservoir operation in humid subtropical climate/hot-summer Mediterranean climatic classes (Cfa/Csa in the Köppen–Geiger climate classification system), which are characterized by humid subtropical to Mediterranean conditions with ample rainfall and seasonal water availability challenges. Effective reservoir management in these regions is critical for balancing water storage and downstream release and maintaining ecosystem health under variable hydrological conditions. The performance of the fuzzy method was compared to two meta-heuristic algorithms: gravitational search algorithm (GSA) and shuffled frog leaping algorithm (SFLA). System performance was assessed using key indices such as the reliability index as a measure of meeting water demands. The fuzzy method achieved the highest reliability index of 0.690, outperforming GSA (0.677) and SFLA (0.688), demonstrating its superior ability to ensure consistent water supply downstream. The fuzzy method, leveraging expert knowledge, not only enhanced downstream water supply reliability but also reduced computational time compared to the meta-heuristic approaches. The incorporation of expert opinions provides a practical, robust, and efficient framework for reservoir management in challenging climate conditions such as Cfa/Csa classes. Additionally, the fuzzy solution demonstrated superior adaptability to diverse hydrological conditions, balancing ecological and water supply needs effectively. These findings highlight the potential of using expert opinions to support sustainable reservoir operations by achieving optimal trade-offs between competing objectives and addressing challenges in water resource management under varying climatic conditions. Full article
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<p>Land use and river network map of Tajan basin (from upstream to downstream non-translated names of the regions are Shirinrood, Kiasar, Zaremrood, Garmrood and Sary).</p>
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<p>Maximum possible water demand and inflow to reservoir time series.</p>
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<p>Evaporation from reservoir surface in different months (January to December).</p>
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<p>Developed degree membership and degree of fulfillment.</p>
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<p>Flowchart of GSA [<a href="#B20-hydrology-12-00028" class="html-bibr">20</a>].</p>
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<p>Flowchart of SFLA [<a href="#B21-hydrology-12-00028" class="html-bibr">21</a>].</p>
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<p>Flowchart of fuzzy TOPSIS [<a href="#B22-hydrology-12-00028" class="html-bibr">22</a>].</p>
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<p>Optimum total release to downstream.</p>
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<p>Optimum storage level.</p>
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<p>System performance indices of release.</p>
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<p>System performance indices of storage.</p>
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<p>Developed structure for fuzzy TOPSIS analysis.</p>
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<p>Final ranking on optimization method solutions.</p>
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<p>Irrigation deficiencies of different methods.</p>
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23 pages, 7855 KiB  
Article
Cell-Penetrating Peptide-Mediated Delivery of Gene-Silencing Nucleic Acids to the Invasive Common Reed Phragmites australis via Foliar Application
by Qing Ji, Kurt P. Kowalski, Edward M. Golenberg, Seung Ho Chung, Natalie D. Barker, Wesley A. Bickford and Ping Gong
Plants 2025, 14(3), 458; https://doi.org/10.3390/plants14030458 - 5 Feb 2025
Viewed by 587
Abstract
As a popular tool for gene function characterization and gene therapy, RNA interference (RNAi)-based gene silencing has been increasingly explored for potential applications to control invasive species. At least two major hurdles exist when applying this approach to invasive plants: (1) the design [...] Read more.
As a popular tool for gene function characterization and gene therapy, RNA interference (RNAi)-based gene silencing has been increasingly explored for potential applications to control invasive species. At least two major hurdles exist when applying this approach to invasive plants: (1) the design and screening of species- and gene-specific biomacromolecules (i.e., gene-silencing agents or GSAs) made of DNA, RNA, or peptides that can suppress the expression of target genes efficiently, and (2) the delivery vehicle needed to penetrate plant cell walls and other physical barriers (e.g., leaf cuticles). In this study, we investigated the cell-penetrating peptide (CPP)-mediated delivery of multiple types of GSAs (e.g., double-stranded RNA (dsRNA), artificial microRNA (amiRNA), and antisense oligonucleotide (ASO)) to knock down a putative phytoene desaturase (PDS) gene in the invasive common reed (Phragmites australis spp. australis). Both microscopic and quantitative gene expression evidence demonstrated the CPP-mediated internalization of GSA cargos and transient suppression of PDS expression in both treated and systemic leaves up to 7 days post foliar application. Although various GSA combinations and application rates and frequencies were tested, we observed limitations, including low gene-silencing efficiency and a lack of physiological trait alteration, likely owing to low CPP payload capacity and the incomplete characterization of the PDS-coding genes (e.g., the recent discovery of two PDS paralogs) in P. australis. Our work lays a foundation to support further research toward the development of convenient, cost-effective, field-deployable, and environmentally benign gene-silencing technologies for invasive P. australis management. Full article
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Figure 1
<p>Ex vivo penetration capability of five cell-penetrating peptides (CPPs) into freshly cut <span class="html-italic">P. australis</span> leaf. The CPPs are R9, γ-zein, CADY, R9-CADY, and γ-zein-CADY, all labeled with FITC. Shown are fluorescent field images of leaf tissue cross sections at 10× magnifying power using a Leica DM IL LED inverted fluorescence microscope. The cross sections were made one hour after the foliar application of individual CPPs at a rate of 5 nmol of CPP dissolved in 50 µL of infiltration medium per leaf to the adaxial (upper) surface of leaves. Yellow fluorescence indicates FITC-labeled CPP signals, and red fluorescence indicates chlorophyll.</p>
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<p>Quantitative measurement of internalized FAM-dsRNA<span class="html-italic"><sub>PDS</sub></span> as a payload of γ-zein-CADY. The FAM-labeled dsRNA<span class="html-italic"><sub>PDS</sub></span> complex with non-labeled γ-zein-CADY (charge ratio = 1:1) was applied in vivo to <span class="html-italic">P. australis</span> leaf surfaces at a rate of 1 nmol of dsRNA/leaf. The CPP:dsRNA-treated and the infiltration medium (IM)-only control leaves were sampled at 1, 3, and 5 days post treatment (DPT). Green fluorescent (FAM) dots were counted for an intact cross section on each slide, three slides per leaf, and three leaves per treatment. Shown are the mean (column) + standard error (bar) of fluorescent dots/slide (n = 9). Two-tailed <span class="html-italic">t</span>-tests were conducted to infer statistical significance between the control and the treated leaves, with “*” denoting 0.01 &lt; <span class="html-italic">p</span> &lt; 0.05 and “**” denoting 0.001 &lt; <span class="html-italic">p</span> &lt; 0.01.</p>
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<p>Cellular internalization of Atto550-labeled amiDNA<span class="html-italic"><sub>PDS-1</sub></span> as a cargo of FITC-labeled (<b>d</b>–<b>g</b>) or non-labeled (<b>h</b>–<b>k</b>) γ-zein-CADY. The CPP and GSA were mixed at a charge ratio of 1:50 except for (<b>h</b>–<b>k</b>) at 1:6.25 (GSA:CPP) (GSA:CPP). The GSA:CPP complex was applied in vivo to <span class="html-italic">P. australis</span> leaf surfaces 4 days before sampling for cross-section slide preparation. The foliar application solution of Atto550-amiDNA<span class="html-italic"><sub>PDS-1</sub></span>: FITC-γ-zein-CADY served as the positive control (<b>a</b>–<b>c</b>). The Atto550-labeled amiDNA<span class="html-italic"><sub>PDS-1</sub></span>-only application (<b>l</b>–<b>o</b>) served as the negative control. Images of the blank control (infiltration medium only without GSA and CPP) are not shown. The cross-section images were taken at 63× magnification using a Zeiss LSM 510 META confocal microscope. (<b>a</b>,<b>e</b>,<b>i</b>,<b>m</b>) green (FITC) field; (<b>b</b>,<b>f</b>,<b>j</b>,<b>n</b>) red (Atto550) field; (<b>c</b>) merged green and red fields; (<b>d</b>,<b>h</b>,<b>l</b>) bright field; (<b>g</b>,<b>k</b>,<b>o</b>) merged bright, green, and red fields.</p>
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<p>Confocal microscopic pictures of cross-section slides prepared from <span class="html-italic">P. australis</span> leaves treated for 4 days with an Atto550-labeled-amiDNA<span class="html-italic"><sub>PDS-1</sub></span>:γ-zein-CADY complex at different CPP:GSA charge ratios. (<b>a</b>) Control (CPP only); (<b>b</b>) 25:1; (<b>c</b>) 12.5:1; (<b>d</b>) 6.25:1; (<b>e</b>) 4:1; (<b>f</b>) 2:1; (<b>g</b>) 1:1. Control samples were used to filter out background autofluorescence, and the same settings were used across all samples (e.g., magnification, laser intensity, gain of ~500). The red dots represent the fluorescence-labeled CPP-GSA complex.</p>
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<p>The z-stack confocal images of the Atto550-amiDNA<span class="html-italic"><sub>PDS-1</sub></span>:γ-zein-CADY complex-treated <span class="html-italic">P. australis</span> leaves sampled at 4 days post treatment. The two different Atto550-amiDNA<span class="html-italic"><sub>PDS-1</sub></span>:γ-zein-CADY charge ratios are (<b>a</b>) 1:12.5 and (<b>b</b>) 1:6.25. Z-stack-images were collected at 1–2 µm intervals, and a 3D rendering was generated for a greater depth of field. The red dots represent the fluorescence-labeled CPP-GSA complex.</p>
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<p>In vivo effects of γ-zein-CADY:dsRNA<span class="html-italic"><sub>PDS</sub></span> on the expression of the putative <span class="html-italic">PDS</span> gene in treated <span class="html-italic">P. australis</span> leaves. The CPP to GSA charge ratio was 1 (γ-zein-CADY):1 (1 nmol dsRNA<span class="html-italic"><sub>PDS</sub></span>), and a foliar solution of 50 µL (containing CPP:GSA complex or IM only) was applied to each leaf. The infiltration medium (IM)-only solution served as the control. Two experiments were conducted with dsRNA<span class="html-italic"><sub>PDS</sub></span> as the GSA. In the first experiment (<b>a</b>), dsRNA<span class="html-italic"><sub>PDS</sub></span> was labeled with FAM (also refer to <a href="#plants-14-00458-f002" class="html-fig">Figure 2</a> and Methods), and treatment lasted for up to 5 days. In the second experiment (<b>b</b>), dsRNA<span class="html-italic"><sub>PDS</sub></span> was non-labeled, and treatment lasted for up to 8 days. Mean = column; error bar = standard deviation; “*” denotes statistical significance at 0.01 &lt; <span class="html-italic">p</span> &lt; 0.05 (2-tailed <span class="html-italic">t</span>-test, n = 3). <span class="html-italic">Actin</span> was selected as the reference gene for the relative quantification of <span class="html-italic">PDS</span> gene expression.</p>
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<p>In vivo effects of ASO:γ-zein-CADY complex on the expression of putative <span class="html-italic">PDS</span> relative to <span class="html-italic">actin</span> in <span class="html-italic">P. australis</span> leaves treated for 4 or 7 days. DPT = days post treatment. Charge ratio = 1:6.25 (ASO:CPP). The ASO:CPP application rate was 1 nmol ASO pool and 5.4 nmol of CPP per leaf. Each pool of ASOs was made up of equal amounts of individual components. Shown are the mean (column) and standard error (bar), with n = 6. “**” denotes statistical significance at <span class="html-italic">p</span> &lt; 0.01 (ANOVA with Tukey post hoc test, n = 6). In (<b>a</b>) (<b>left</b>), CPP (CPP) + infiltration medium (IM); ASO1–12 = pool A (ASO-1 to ASO-12) + CPP + IM; ASO1–6 = pool B (ASO-1 to ASO-6) + CPP + IM; ASO7–12 = pool C (ASO-7 to ASO-12) + CPP + IM. In (<b>b</b>) (<b>right</b>), C0 = blank control at day 0; C = blank control at day 4; CA = (ASO7–12 + IM) control; CB = IM control; CC = (CPP + IM) control; TA = (ASO-7 to ASO-12) + CPP + IM; TB = (ASO-7 to ASO-9) + CPP + IM; TC = (ASO-10 to ASO-12) + CPP + IM; except for C0, all treatments were sampled at 4 days post treatment (DPT).</p>
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<p>In vivo effects of γ-zein-CADY: amiRNA<span class="html-italic"><sub>PDS</sub></span> complexes on the expression of putative <span class="html-italic">PDS</span> relative to <span class="html-italic">actin</span> in treated <span class="html-italic">P. australis</span> leaves for up to 7 days post treatment (DPT). The CPP to GSA charge ratio was 12.5 (γ-zein-CADY):1 (1 nmol amiRNA<span class="html-italic"><sub>PDS</sub></span>), and a foliar solution of 50 µL (containing CPP:amiRNA complex or CPP only and infiltration medium (IM)) was applied to each leaf. The CPP-only (+IM) solution served as the control. The three CPP:amiRNA treatments include amiRNA1–5 (i.e., equal amount for each individual amiRNA<span class="html-italic"><sub>PDS</sub></span>), amiRNA1 (amiRNA<span class="html-italic"><sub>PDS-1</sub></span> only), and amiRNA2 (amiRNA<span class="html-italic"><sub>PDS-2</sub></span> only) (refer to <a href="#plants-14-00458-t003" class="html-table">Table 3</a> for amiRNA<span class="html-italic"><sub>PDS</sub></span> sequences). No statistically significant difference was observable between the CPP-only control and each amiRNA treatment (2-tailed <span class="html-italic">t</span>-test, n = 3, <span class="html-italic">p</span> &gt;0.05). <span class="html-italic">Actin</span> was selected as the reference gene for the relative quantification of <span class="html-italic">PDS</span> gene expression.</p>
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<p>In vivo effects of pooled amiRNAs and/or pooled ASOs on the expression of the putative <span class="html-italic">PDS</span> gene in <span class="html-italic">P. australis</span> leaves treated daily for 4 days. The GSAs (amiRNAs/ASOs) were delivered by γ-zein-CADY (CPP). Charge ratio = 1:2 (GSA:CPP). The GSA:CPP application rate was 1 nmol of GSA and 5.4 nmol of CPP per leaf. Shown are the mean (column) + standard error (bar), with n = 6. “*” denotes statistical significance at 0.01 &lt; <span class="html-italic">p</span> &lt; 0.05 (2-tailed <span class="html-italic">t</span>-test, n = 6). Four treatments: CPP = γ-zein-CADY (CPP) + infiltration medium (IM); ASO = pool C of ASO-7 to ASO-12 + CPP + IM; ASO + amiRNA = pool C of ASO-7 to ASO-12 or a pool of amiRNA<span class="html-italic"><sub>PDS-1</sub></span> to amiRNA<span class="html-italic"><sub>PDS-5</sub></span> + CPP + IM; amiRNA = pool of amiRNA<span class="html-italic"><sub>PDS-1</sub></span> to amiRNA<span class="html-italic"><sub>PDS-5</sub></span> + CPP + IM. Each pool was made up of equal amounts of individual components. The ASO + amiRNA treatment was performed by alternating daily applications of ASO:CPP and amiRNA:CPP (i.e., ASOs, amiRNAs, ASOs, and amiRNAs on day 1, 2, 3, and 4, separately).</p>
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25 pages, 13514 KiB  
Article
Parallelized Field-Programmable Gate Array Data Processing for High-Throughput Pulsed-Radar Systems
by Aaron D. Pitcher, Mihail Georgiev, Natalia K. Nikolova and Nicola Nicolici
Sensors 2025, 25(1), 239; https://doi.org/10.3390/s25010239 - 3 Jan 2025
Viewed by 555
Abstract
A parallelized field-programmable gate array (FPGA) architecture is proposed to realize an ultra-fast, compact, and low-cost dual-channel ultra-wideband (UWB) pulsed-radar system. This approach resolves the main shortcoming of current FPGA-based radars, namely their low processing throughput, which leads to a significant loss of [...] Read more.
A parallelized field-programmable gate array (FPGA) architecture is proposed to realize an ultra-fast, compact, and low-cost dual-channel ultra-wideband (UWB) pulsed-radar system. This approach resolves the main shortcoming of current FPGA-based radars, namely their low processing throughput, which leads to a significant loss of data provided by the radar receiver. The architecture is integrated with an in-house UWB pulsed radar operating at a sampling rate of 20 gigasamples per second (GSa/s). It is demonstrated that the FPGA data-processing speed matches that of the radar output, thus eliminating data loss. The radar system achieves a remarkable speed of over 9000 waveforms per second on each channel. The proposed architecture is scalable to accommodate higher sampling rates and various waveform periods. It is also multi-functional since the FPGA controls and synchronizes two transmitters and a dual-channel receiver, performs signal reconstruction on both channels simultaneously, and carries out user-defined averaging, trace windowing, and interference suppression for improving the receiver’s signal-to-noise ratio. We also investigate the throughput rate while offloading radar data onto an external device through an Ethernet link. Since the radar data rate significantly exceeds the Ethernet link capacity, we show how the FPGA-based averaging and windowing functions are leveraged to reduce the amount of offloaded data while fully utilizing the radar output. Full article
(This article belongs to the Special Issue Recent Advances in Radar Imaging Techniques and Applications)
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<p>The UWB radar system’s monocycle-like pulse generated by a picosecond pulse generator [<a href="#B43-sensors-25-00239" class="html-bibr">43</a>]: (<b>a</b>) temporal plot, (<b>b</b>) spectral plot indicating the lower <math display="inline"><semantics> <mrow> <mo>(</mo> <msub> <mi>f</mi> <mi mathvariant="normal">l</mi> </msub> <mo>)</mo> </mrow> </semantics></math> and upper (<math display="inline"><semantics> <msub> <mi>f</mi> <mi mathvariant="normal">u</mi> </msub> </semantics></math>) bounds with red dots for the <math display="inline"><semantics> <mrow> <mo>−</mo> <mn>10</mn> </mrow> </semantics></math> dB bandwidth.</p>
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<p>Data acquisition window of target.</p>
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<p>High-level block diagram of the UWB pulsed-radar system. RxA and RxB are the two ETSR Rx input channels. TxA and TxB are the two Tx modules.</p>
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<p>Visualization of the terms <span class="html-italic">waveform</span> and <span class="html-italic">trace</span> in relation to the four radar responses (VV, HH, VH, and HV). The plots are derived from actual measurements of a scattering object.</p>
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<p>A high-level diagram of the data pipeline for waveform reconstruction and preprocessing on the FPGA and CPU SoC. The data pipeline is interrupted at the circle labeled 1 to wrap the image on the page. The blue blocks outlined by solid lines indicate processing occurring within the FPGA. The double-stacked blue blocks indicate simultaneous processing on two channels. The blocks labeled “Parallel” indicate where parallel processing is implemented. The green blocks outlined by dashed lines indicate processing on the CPU SoC. The purple chevron blocks represent interfaces for data transfer from/to the indicated source/destination. If a block is colored in two shades, it corresponds to a process involving clock-domain crossings (CDCs).</p>
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<p>FPGA synchronization diagram for a single waveform reconstruction. The shaded regions are where the process repeats. The blue arrows indicate the data transfer of the <span class="html-italic">k</span>-th sub-sampled waveform through the <span class="html-italic">buffer</span>. The shaded 110 and 111 cells are two additional sub-sampled waveforms that cannot be received due to synchronization issues.</p>
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<p>Illustration of waveform reconstruction by interleaving two sub-sampled waveforms.</p>
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<p>Block diagram of the hardware components within the FPGA used for waveform reconstruction and interference monitoring in one of the two channels. The two embedded processes run in parallel, and they are delineated with dashed-line boxes. The MAC unit is a multiplier-accumulator.</p>
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<p>Illustration of reconstructed waveforms (<b>a</b>) with EMI suppression enabled, and (<b>b</b>) with a Wi-Fi burst corrupting the signal while EMI suppression is disabled. The dashed-dotted and dashed-line windows show the VH and VV responses, respectively. The vertical dotted lines show the interference-monitoring window <math display="inline"><semantics> <msub> <mi>T</mi> <mi>EMI</mi> </msub> </semantics></math>. The horizontal dot line indicates the EMI threshold <math display="inline"><semantics> <mi>α</mi> </semantics></math>.</p>
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<p>Illustration of reconstructed waveforms (<b>a</b>) with EMI suppression enabled, and (<b>b</b>) with a Wi-Fi burst corrupting the signal while EMI suppression is disabled. The dashed-dotted and dashed-line windows show the VH and VV responses, respectively. The vertical dotted lines show the interference-monitoring window <math display="inline"><semantics> <msub> <mi>T</mi> <mi>EMI</mi> </msub> </semantics></math>. The horizontal dot line indicates the EMI threshold <math display="inline"><semantics> <mi>α</mi> </semantics></math>.</p>
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<p>Block diagram illustrating the various hardware components in the FPGA used for user-defined averaging on a single channel.</p>
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<p>Data throughput analysis using 40,000 generated traces versus the number of averages: (<b>a</b>) traces per second received, (<b>b</b>) data throughput rate. The labels “case 1” to “case 5” refer to those described in <a href="#sensors-25-00239-t002" class="html-table">Table 2</a>.</p>
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<p>Measurements of a human walking slowly back and forth along the cross-range and at a range distance of about 1 meter from the antennas. The radar is positioned outside an open chamber with the antennas pointed toward the chamber. The person’s speed is estimated to be <math display="inline"><semantics> <mrow> <mn>0.22</mn> </mrow> </semantics></math> m/s. Video frames show the positions of the person at (<b>a</b>) the start, (<b>b</b>) midway between the Tx and Rx antennas, and (<b>c</b>) the end after turning around. (<b>d</b>) The radargram shows the slow time versus the fast time of the VV radar response (background signal subtracted).</p>
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<p>Measurements of a human walking normally back and forth along the cross-range and at a range distance of about 1 meter from the antennas. The setup is the same as that in <a href="#sensors-25-00239-f012" class="html-fig">Figure 12</a>. The person’s speed is estimated to be <math display="inline"><semantics> <mrow> <mn>0.8</mn> </mrow> </semantics></math> m/s. Video frames show the positions of the person at (<b>a</b>) the start, (<b>b</b>) midway between the Tx and Rx antennas, and (<b>c</b>) the end after turning around. (<b>d</b>) The radargram shows the slow time versus the fast time of the VV radar response (background signal subtracted).</p>
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23 pages, 4985 KiB  
Article
Impact of Urban Green Infrastructure on the Respiratory Health of Older Adults in Shenyang, China
by Zhenxing Li, Yaqi Chu, Yu Shi, Na Huang and Tiemao Shi
Forests 2025, 16(1), 41; https://doi.org/10.3390/f16010041 - 29 Dec 2024
Viewed by 606
Abstract
As the global population ages, respiratory health among the elderly has become a key public health concern. Although urban green infrastructure (UGI) has the potential to improve air quality and promote health, research on how its layout patterns influence respiratory health among older [...] Read more.
As the global population ages, respiratory health among the elderly has become a key public health concern. Although urban green infrastructure (UGI) has the potential to improve air quality and promote health, research on how its layout patterns influence respiratory health among older adults remains limited. This study focuses on elderly residents aged 60 and above in the central urban area of Shenyang, China, to evaluate the relative importance and interactions of different features affecting respiratory health. We utilized the St. George’s Respiratory Questionnaire (SGRQ) to collect data on respiratory health and employed hierarchical regression and random forest (RF) models to analyze the impact of UGI factors across three spatial scales (300 m, 500 m, and 1000 m). The results indicate that UGI within a 300 m radius of participants’ residences contributes most significantly to respiratory health, with diminishing marginal effects as the spatial scale increases. Green space area (GSA) and the NDVI were identified as the most important factors influencing respiratory health, while green landscape pattern metrics had a greater influence at larger spatial extents. Additionally, a significant nonlinear marginal effect was observed between UGI and respiratory health. These findings provide key insights for health-oriented urban planning and green infrastructure design. Full article
(This article belongs to the Section Urban Forestry)
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<p>Research location and survey object distribution map.</p>
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<p>Example of intermediate products in this study. (<b>a</b>) Green infrastructure distribution map. (<b>b</b>) Average summer temperature. (<b>c</b>) Average winter temperature. (<b>d</b>) Annual average PM<sub>2.5</sub> concentration. (<b>e</b>) Annual average PM<sub>10</sub> concentration. (<b>f</b>) Annual average NO<sub>2</sub> concentration. (<b>g</b>) Annual average CO concentration. (<b>h</b>) Annual average SO<sub>2</sub> concentration. (<b>i</b>) Annual average O<sub>3</sub> concentration.</p>
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<p>Results of the correlation analysis. “*” represents a sig value of less than 0.05, “**” represents a sig value of less than 0.01, and “***” represents a sig value of less than 0.001.</p>
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<p>Average variable importance ranking diagram.</p>
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<p>Partial dependence plot of respiratory disease score on important input variables. The scale on the <span class="html-italic">x</span>-axis represents the data density of the target feature. The blue trend line represents a 300-m spatial scale; the green trend line represents a 500-m spatial scale; and the red trend line represents a 1000-m spatial scale.</p>
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17 pages, 1975 KiB  
Project Report
Aspects of Modeling Coal Enrichment Processes by Gravity Methods
by Agnieszka Surowiak, Tomasz Niedoba and Mustapha Wahman
Energies 2024, 17(23), 6166; https://doi.org/10.3390/en17236166 - 6 Dec 2024
Viewed by 433
Abstract
This study examines the challenges associated with processing hard coal, with a specific focus on gravitational enrichment methods and the utilization of jigs for coal separation. The research involves the simulation and modeling of physical property distributions and the analysis of both the [...] Read more.
This study examines the challenges associated with processing hard coal, with a specific focus on gravitational enrichment methods and the utilization of jigs for coal separation. The research involves the simulation and modeling of physical property distributions and the analysis of both the feed density distribution and the characteristics of the enrichment products. Findings indicate that the resultant density distributions are influenced not only by the gravitational enrichment process but also by the preceding procedures and the inherent properties of the coal, such as particle size, sulfur content, and ash content, all of which significantly affect the quality of the outcomes. In modeling and optimization efforts, the study emphasizes approximating grain density using selected statistical distributions—specifically, the Weibull, logistic, and Gaudin–Schuhmann–Andreyev (GSA) distributions—before and after the enrichment process. Statistical analyses demonstrate that the GSA distribution most accurately fits the grain density distribution in the feed, while the Weibull distribution provides the best approximation for the separation products. The quality of these approximations was assessed using the coefficient of determination (R2) and the Mean Squared Error (MSE). The best quality of approximation for feed was obtained by means of the GSA distribution function, and the MSE was approximately 3.1 for two analyzed values of feed flow rates. In the case of concentrates and tailings, the results are not unequivocal. Full article
(This article belongs to the Section H: Geo-Energy)
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<p>Fitting results for the feed; flow rate: (<b>a</b>) 400 t/h and (<b>b</b>) 500 t/h.</p>
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<p>Fitting results for concentrate; flow rate: (<b>a</b>) 400 t/h and (<b>b</b>) 500 t/h.</p>
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<p>Fitting results for tailings; flow rate: (<b>a</b>) 400 t/h and (<b>b</b>) 500 t/h.</p>
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26 pages, 14774 KiB  
Article
Assessing the Global Sensitivity of RUSLE Factors: A Case Study of Southern Bahia, Brazil
by Mathurin François, Camila A. Gordon, Ulisses Costa de Oliveira, Alain N. Rousseau and Eduardo Mariano-Neto
Soil Syst. 2024, 8(4), 125; https://doi.org/10.3390/soilsystems8040125 - 2 Dec 2024
Viewed by 1360
Abstract
Global sensitivity analysis (GSA) of the revised universal soil loss equation (RUSLE) factors is in its infancy but is crucial to rank the importance of each factor in terms of its non-linear impact on the soil erosion rate. Hence, the goal of this [...] Read more.
Global sensitivity analysis (GSA) of the revised universal soil loss equation (RUSLE) factors is in its infancy but is crucial to rank the importance of each factor in terms of its non-linear impact on the soil erosion rate. Hence, the goal of this study was to perform a GSA of each factor of RUSLE for a soil erosion assessment in southern Bahia, Brazil. To meet this goal, three non-linear topographic factor (LS factor) equations alternately implemented in RUSLE, coupled with geographic information system (GIS) software and a variogram analysis of the response surfaces (VARSs), were used. The results showed that the average soil erosion rate in the Pardo River basin was 25.02 t/ha/yr. In addition, the GSA analysis showed that the slope angle which is associated with the LS factor was the most sensitive parameter, followed by the cover management factor (C factor) and the support practices factor (P factor) (CP factors), the specific catchment area (SCA), the sheet erosion (m), the erodibility factor (K factor), the rill (n), and the erosivity factor (R factor). The novelty of this work is that the values of parameters m and n of the LS factor can substantially affect this factor and, thus, the soil loss estimation. Full article
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<p>(<b>a</b>) Location of the 30.07 km<sup>2</sup> Pardo River watershed in the municipality of Canavieiras and (<b>b</b>) map of meteorological stations.</p>
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<p>Example of calculation of the <span class="html-italic">LS</span> factor for each pixel.</p>
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<p>Method 1—calculation of the soil loss for each pixel.</p>
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<p>Method 2—calculation of 4600 soil loss maps.</p>
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<p>Average of 4600 possibilities of the pixels.</p>
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<p>Erosivity map of the Pardo River watershed.</p>
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<p>(<b>a</b>) Soil types and (<b>b</b>) <span class="html-italic">K</span> factor map.</p>
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<p>(<b>a</b>) Soil types and (<b>b</b>) <span class="html-italic">K</span> factor map.</p>
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<p>(<b>a</b>,<b>c</b>,<b>d</b>) <span class="html-italic">LS</span> factor maps and (<b>b</b>) slope angle (<span class="html-italic">β</span> or b) for the Pardo River watershed.</p>
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<p>(<b>a</b>) LULC map and (<b>b</b>) <span class="html-italic">CP</span> factor map.</p>
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<p>Soil erosion maps calculated using <span class="html-italic">LS</span> equations: (<b>a</b>) Equation (4a), (<b>b</b>) Equation (4b), and (<b>c</b>) Equation (5).</p>
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<p>Dendrogram of factors generated by VARS.</p>
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<p>Visualization of directional variograms. This figure illustrates sensitivity using a series of scale perturbations and bar charts, highlighting the significance of the factors based on derivative, variance, and covariogram approaches.</p>
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<p>Comparison of <span class="html-italic">LS</span> factors of the Equations (4a), (4b) and (5) based on VARS sampling. The data sample includes <span class="html-italic">Po</span> = 127,875,400.</p>
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<p>Method 1—potential soil erosion calculation results for all 4600 <span class="html-italic">LS</span> maps using Equation (4a) (Po = 127,875,400).</p>
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<p>Method 2—map of average values per pixel of the soil erosion.</p>
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<p>Soil loss rate: boxplot using method 2—box plot of average values of soil erosion (<span class="html-italic">Â</span>).</p>
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<p>Comparison of two calculation methods of soil erosion—(A) Method 1 and (B) Method 2.</p>
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<p>Comparison of results for the three <span class="html-italic">LS</span> equations. Each boxplot consists of 127,875,400 values.</p>
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17 pages, 13971 KiB  
Article
Long-Term Ecosystem Monitoring Along the Trabocchi Coast (Chieti, Italy): Insights from Underwater Visual Surveys (2011–2024)
by Alessio Arbuatti, Alessandra Di Serafino and Pia Lucidi
Animals 2024, 14(23), 3469; https://doi.org/10.3390/ani14233469 - 1 Dec 2024
Viewed by 1094
Abstract
Biodiversity studies are essential for evaluating environmental quality and ecosystem integrity [...] Full article
(This article belongs to the Section Ecology and Conservation)
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<p>The location of the study areas along the mid-Adriatic A. Two locations were considered in this research: from 2011 to 2014, marine flora and fauna were recorded in the northern locality of Valle Grotte; from 2014 to date, the research has been carried out in the southern area of Rocca San Giovanni, both on the Chieti district, Abruzzo.</p>
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<p>Top: a view of Trabocchi Valle Grotte (<b>left</b>) and Punta Torre (<b>right</b>), with the traditional structures with gangways extending into the water (Photo credits A. Arbuatti). Bottom: the geo-localization of the <span class="html-italic">trabocchi</span> (red arrows). The northernmost study area (<b>left</b>) consisted of underwater surveys on ten submerged reefs parallel to the coast (yellow dotted lines) for a total length of 648 m. The study area close to the Trabocco Punta Torre (<b>right</b>) consisted of video recording within the trapezoidal area that, from the coastline, reaches and exceeds the submerged reef to the left of the trabocco for a total area of 3300 square meters.</p>
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<p>The picture shows the typical pattern of the Trabocchi Coast. Pictures of zones 1–4 from the outside (<b>left</b>). (<b>Right</b>) pictures of zones 1–4 (from bottom to top) taken underwater. From zone 1 (shoreline) to zone 4 (open sea), different bottom areas can be found, each one with a specific substrate and depth. In a handful of meters, the coast goes from pebbles to sand, and to cliffs at approximately 5 m depth. This is due to the geological evolution of the zone, which represents a unique distinctive trait of the central part of the Frentane coast (Photo credit A. Arbuatti).</p>
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<p>A few specimens recorded on the Trabocchi Coast. From left to right: Line (<b>A</b>): <span class="html-italic">Conger conger, Serranus scriba</span>, <span class="html-italic">Sparus aurata</span> and <span class="html-italic">Sarpa salpa</span>, <span class="html-italic">Sphyraena sphyraena</span>; Line (<b>B</b>): <span class="html-italic">Dicentrarcus labrax</span>, <span class="html-italic">Mullus surmuletus</span>, <span class="html-italic">Coris julius</span>, <span class="html-italic">Sepia officinalis</span>, <span class="html-italic">Thuridilla hopei</span>; Line (<b>C</b>): <span class="html-italic">Holoturia tubulosa</span>, <span class="html-italic">Octopus vulgaris</span>, <span class="html-italic">Arbacia lixula</span>, <span class="html-italic">Palaemon elegans</span>. More species are included in the <a href="#app1-animals-14-03469" class="html-app">supplementary files</a> (Photo credits: A. Arbuatti).</p>
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<p>Various species of algae and plants (producers) are found among the cliffs of the Trabocchi Coast at the two investigation sites. From left to right and from top to bottom: <span class="html-italic">Acetabularia acetabulum</span>, <span class="html-italic">Codium fragile</span>, <span class="html-italic">Cimodocea nodosa Ucria</span>, <span class="html-italic">Cystoseira adriatica</span> and <span class="html-italic">Ulva lactuca</span>, <span class="html-italic">Dictyota dichotoma</span>, <span class="html-italic">Ellissolandia elongata</span> (Photo credits A. Arbuatti).</p>
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8 pages, 5548 KiB  
Brief Report
First Report of the Thermophilic Thalassoma Pavo (Linnaeus, 1758) on the Central Adriatic Coast of Italy, in Abruzzo
by Alessio Arbuatti, Alessandra Di Serafino and Pia Lucidi
Biology 2024, 13(12), 987; https://doi.org/10.3390/biology13120987 - 29 Nov 2024
Viewed by 1043
Abstract
The Trabocchi Coast in the Chieti district of the mid-Adriatic (Italy) is one of the few rocky areas within the General Fisheries Commission GSA 17, alongside Mount Conero (Ancona 43°00′01″ N 13°52′13″ E) and the small San Nicola Rock (Ascoli Piceno; 43°32′0″ N [...] Read more.
The Trabocchi Coast in the Chieti district of the mid-Adriatic (Italy) is one of the few rocky areas within the General Fisheries Commission GSA 17, alongside Mount Conero (Ancona 43°00′01″ N 13°52′13″ E) and the small San Nicola Rock (Ascoli Piceno; 43°32′0″ N 13°36′0″ E). This coastline is known for its biodiversity-rich bays, inlets, and submerged cliffs. Since 2015, annual biodiversity surveys have been conducted in the area, focusing on marine species richness and the identification of non-native species. In September 2024, a juvenile ornate wrasse (Thalassoma pavo) was documented for the first time in the middle Adriatic during an underwater visual survey at Trabocco Punta Torre, a key site along the Trabocchi Coast near artificial and biogenic reefs. This record extends the known distribution of T. pavo, a thermophilic species previously reported only along the southern Adriatic coast of Puglia. This is the first confirmed sighting on the middle and northern Adriatic coast of Italy. The discovery highlights the importance of ongoing biodiversity monitoring to track changes in marine ecosystems, particularly as the Adriatic Sea faces environmental shifts linked to climate warming. The presence of T. pavo in this area suggests the potential for the species to establish populations in previously uninhabited northern regions. Further research is needed to explore the role of biotic and abiotic factors—such as water temperature, current patterns, and habitat availability—in the survival and potential reproduction of T. pavo in the middle Adriatic. The observation contributes to the broader understanding of the meridionalization process in the Adriatic Sea, where rising water temperatures are facilitating the northward expansion of thermophilic species. Continuous monitoring is recommended to assess the long-term viability of T. pavo populations in the Adriatic Sea and better predict the impacts of ongoing climate change on marine biodiversity. Full article
(This article belongs to the Special Issue Alien Marine Species in the Mediterranean Sea)
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<p>Research area (<b>A</b>), located along the Trabocchi Coast of Chieti, in the mid-Adriatic Sea (Google Earth). (<b>B</b>) The submerged cliffs in the trapezoidal area, near Trabocco “Punta Torre”, part of which is noticeable on the right end of the picture. The area—although just a few meters from the shoreline—reaches a depth of more than 5 m (Photo credit A. Arbuatti).</p>
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<p>Picture of a <span class="html-italic">T. pavo</span> specimen swimming among the rocks on the Trabocchi seabed, recorded during a session of an underwater visual survey taken under natural light conditions and free diving in September 2024 (photo credit: A. Arbuatti).</p>
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<p>A <span class="html-italic">T. pavo</span> specimen from Baleares (Spain, 1988) included in the FishBase, database [<a href="#B25-biology-13-00987" class="html-bibr">25</a>] a global information system on fish (photo courtesy of R.A. Patzner).</p>
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15 pages, 4566 KiB  
Article
Informative Path Planning Using Physics-Informed Gaussian Processes for Aerial Mapping of 5G Networks
by Jonas F. Gruner, Jan Graßhoff, Carlos Castelar Wembers, Kilian Schweppe, Georg Schildbach and Philipp Rostalski
Sensors 2024, 24(23), 7601; https://doi.org/10.3390/s24237601 - 28 Nov 2024
Viewed by 638
Abstract
The advent of 5G technology has facilitated the adoption of private cellular networks in industrial settings. Ensuring reliable coverage while maintaining certain requirements at its boundaries is crucial for successful deployment yet challenging without extensive measurements. In this article, we propose the leveraging [...] Read more.
The advent of 5G technology has facilitated the adoption of private cellular networks in industrial settings. Ensuring reliable coverage while maintaining certain requirements at its boundaries is crucial for successful deployment yet challenging without extensive measurements. In this article, we propose the leveraging of unmanned aerial vehicles (UAVs) and Gaussian processes (GPs) to reduce the complexity of this task. Physics-informed mean functions, including a detailed ray-tracing simulation, are integrated into the GP models to enhance the extrapolation performance of the GP prediction. As a central element of the GP prediction, a quantitative evaluation of different mean functions is conducted. The most promising candidates are then integrated into an informative path-planning algorithm tasked with performing an efficient UAV-based cellular network mapping. The algorithm combines the physics-informed GP models with Bayesian optimization and is developed and tested in a hardware-in-the-loop simulation. The quantitative evaluation of the mean functions and the informative path-planning simulation are based on real-world measurements of the 5G reference signal received power (RSRP) in a cellular 5G-SA campus network at the Port of Lübeck, Germany. These measurements serve as ground truth for both evaluations. The evaluation results demonstrate that using an appropriate mean function can result in an enhanced prediction accuracy of the GP model and provide a suitable basis for informative path planning. The subsequent informative path-planning simulation experiments highlight these findings. For a fixed maximum travel distance, a path is iteratively computed, reducing the flight distance by up to 98% while maintaining an average root-mean-square error of less than 6 dBm when compared to the measurement trials. Full article
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<p>5G mMeasurement unit mounted below a DJI Matrice 300 UAV.</p>
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<p>Flight planning for the measurement flight in UgCS ground control software by SPH Engineering (Riga, Latvia). The green lines depict the flight routes, and the red transparent areas mark no-fly zones around higher structures like light poles.</p>
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<p>Scatter plot of the received reference signal strength (RSRP) measurements, together with the antenna pattern of the base station, on a geospatial map. The base station is marked with a drop pin. Created using the MATLAB Antenna Toolbox. Background: © OpenStreetMap contributors, CC BY-SA.</p>
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<p>Visualization of the processes of acquiring the simulation data. Background: © OpenStreetMap contributors, CC BY-SA.</p>
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<p>Evaluation setups with different means to separate the test set from the training set. Training point (candidates) are labeled in green, test points are labeled in blue, and discarded points are labeled in red. The base station is marked with a drop pin. (<b>a</b>) Height separation. (<b>b</b>) Cluster separation. (<b>c</b>) Distance separation. (<b>d</b>) Random split (example). Background: © OpenStreetMap contributors, CC BY-SA.</p>
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<p>Root-mean-square error (RMSE) between the measurement from the test set and the predicted value of the utilized GP with the indicated mean function (<math display="inline"><semantics> <msub> <mi>m</mi> <mrow> <mn>3</mn> <mi>GPP</mi> <mo>−</mo> <mi>UMi</mi> </mrow> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>m</mi> <mi>CD</mi> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>m</mi> <mrow> <mn>3</mn> <mi>GPP</mi> </mrow> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>m</mi> <mi>SIM</mi> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>m</mi> <mi>ZERO</mi> </msub> </semantics></math>) or the simulation without a GP (“<math display="inline"><semantics> <mrow> <mi>only</mi> <mspace width="0.166667em"/> <mi>SIM</mi> </mrow> </semantics></math>”) on a logarithmic axis.</p>
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<p>Simplified 2D visualization of the candidate points.</p>
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<p>Root-mean-square error (RMSE) between the measurement from the test set and the predicted value of the utilized GP with the indicated mean function (<math display="inline"><semantics> <msub> <mi>m</mi> <mi>ZERO</mi> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>m</mi> <mi>CD</mi> </msub> </semantics></math>, <math display="inline"><semantics> <msub> <mi>m</mi> <mi>SIM</mi> </msub> </semantics></math>) and the tuning parameters of the IPP algorithm (<math display="inline"><semantics> <mi>α</mi> </semantics></math> and <math display="inline"><semantics> <mi>κ</mi> </semantics></math>) plotted using a logarithmic color scale.</p>
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13 pages, 2920 KiB  
Article
Dynamic Time Warping as Elementary Effects Metric for Morris-Based Global Sensitivity Analysis of High-Dimension Dynamical Models
by Dhan Lord B. Fortela, Ashley P. Mikolajczyk, Rafael Hernandez, Emmanuel Revellame, Wayne Sharp, William Holmes, Daniel Gang and Mark E. Zappi
Math. Comput. Appl. 2024, 29(6), 111; https://doi.org/10.3390/mca29060111 - 27 Nov 2024
Viewed by 688
Abstract
This work focused on demonstrating the use of dynamic time warping (DTW) as a metric for the elementary effects computation in Morris-based global sensitivity analysis (GSA) of model parameters in multivariate dynamical systems. One of the challenges of GSA on multivariate time-dependent dynamics [...] Read more.
This work focused on demonstrating the use of dynamic time warping (DTW) as a metric for the elementary effects computation in Morris-based global sensitivity analysis (GSA) of model parameters in multivariate dynamical systems. One of the challenges of GSA on multivariate time-dependent dynamics is the modeling of parameter perturbation effects propagated to all model outputs while capturing time-dependent patterns. The study establishes and demonstrates the use of DTW as a metric of elementary effects across the time domain and the multivariate output domain, which are all aggregated together via the DTW cost function into a single metric value. Unlike the commonly studied coefficient-based functional approximation and covariance decomposition methods, this new DTW-based Morris GSA algorithm implements curve alignment via dynamic programing for cost computation in every parameter perturbation trajectory, which captures the essence of “elementary effect” in the original Morris formulation. This new algorithm eliminates approximations and assumptions about the model outputs while achieving the objective of capturing perturbations across time and the array of model outputs. The technique was demonstrated using an ordinary differential equation (ODE) system of mixed-order adsorption kinetics, Monod-type microbial kinetics, and the Lorenz attractor for chaotic solutions. DTW as a Morris-based GSA metric enables the modeling of parameter sensitivity effects on the entire array of model output variables evolving in the time domain, resulting in parameter rankings attributed to the entire model dynamics. Full article
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<p>Schematic on how DTW is implemented for each pair of model parameter perturbations. (<b>A</b>) The resulting data sequences (time curves) of model output between two pairs of parameter settings constitute one trajectory of perturbation (deviation). (<b>B</b>) Each pair of perturbed curves undergoes DTW alignment computation, achieved by applying dynamic programming. (<b>C</b>) The DTW cost of alignment, <math display="inline"><semantics> <mrow> <msub> <mi>C</mi> <mrow> <mi>D</mi> <mi>T</mi> <mi>W</mi> </mrow> </msub> </mrow> </semantics></math>, represents the deviation between the curves.</p>
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<p>Results in implementing the DTW-based Morris GSA on a single-output dynamics using the example of mixed-order adsorption kinetics: (<b>A</b>) example natural curves from the simulated adsorption kinetics showing sample two trajectories among several trajectories during runs; (<b>B</b>) descriptive summary of the model parameter ranking based in SA index; (<b>C</b>) Borda method and CEMC method rank-aggregation results. First, the Morris sampling approach was applied to create the set of model parameter values that represent the perturbation in the parameter values creating the sampling trajectory such that <math display="inline"><semantics> <mi>p</mi> </semantics></math><sub>1</sub> = [0.2, 0.0, 37.65862069] to <math display="inline"><semantics> <mi>p</mi> </semantics></math><sub>2</sub> = [0.2, 0.0, 57.65862069] perturbation creates the Trajectory 1 and <math display="inline"><semantics> <mi>p</mi> </semantics></math><sub>1</sub> = [0.2, 0.0, 37.65862069] to <math display="inline"><semantics> <mi>p</mi> </semantics></math><sub>3</sub> = [0.2, 0.05655172, 37.65862069] (where <math display="inline"><semantics> <mi>p</mi> </semantics></math><sub>i</sub> = [<math display="inline"><semantics> <mi>k</mi> </semantics></math><sub>1</sub>, <math display="inline"><semantics> <mi>k</mi> </semantics></math><sub>2</sub>, <math display="inline"><semantics> <mi>q</mi> </semantics></math><sub>e</sub>]) perturbation creates the Trajectory 2 as shown in (<b>A</b>). Then, the model is simulated using these model parameter values and the DTW alignment cost is computed for each pair of curves in a trajectory, and the graphics in (<b>A</b>) show the DTW<sub>1</sub> as alignment cost for Trajectory 1 and DTW<sub>2</sub> as alignment cost for Trajectory 2. The DTW alignment cost for each trajectory was then used to compute the elementary effects, as shown in the DTW-based Morris GSA equations above, and the resulting GSA index values were used to rank the model parameters, with Rank 1 assigned to the parameter with highest GSA index. Finally, the parameter rankings were analyzed graphically as shown in (<b>B</b>) and aggregated using rank-aggregation methods Borda and CEMC as shown in (<b>C</b>).</p>
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<p>Results in implementing the DTW-based Morris GSA on a multiple-output dynamics using the example of microbial growth kinetics. (<b>A</b>) Example natural curves from the simulated Monod-type microbial kinetics with color lines blue for <math display="inline"><semantics> <mi>p</mi> </semantics></math><sub>1</sub>, red for <math display="inline"><semantics> <mi>p</mi> </semantics></math><sub>2</sub>, and yellow for <math display="inline"><semantics> <mi>p</mi> </semantics></math><sub>3</sub>. (<b>B</b>) Example of the normalized model outputs annotated with the optimally aligned path for each trajectory. (<b>C</b>) Descriptive summary of the model parameter ranking based in SA index. (<b>D</b>) Borda method rank-aggregation results. (<b>E</b>) CEMC rank-aggregation results with highlights in blue color for the highest probability value per TopK rank.</p>
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<p>Results in implementing the DTW-based Morris GSA on a set of chaotic solutions using the example for the Lorenz Attractor. (<b>A</b>) Example natural curves from the simulated Lorenz Attractor. (<b>B</b>) Three-dimensional rendering of the model outputs. (<b>C</b>) Normalized curves prior to computation of DTW alignment cost. (<b>D</b>) Descriptive summary of the model parameter ranking based in SA index. (<b>E</b>) Borda method and CEMC method rank-aggregation results.</p>
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15 pages, 3119 KiB  
Article
Fault Detection in Harmonic Drive Using Multi-Sensor Data Fusion and Gravitational Search Algorithm
by Nan-Kai Hsieh and Tsung-Yu Yu
Machines 2024, 12(12), 831; https://doi.org/10.3390/machines12120831 - 21 Nov 2024
Viewed by 728
Abstract
This study proposes a fault diagnosis method for harmonic drive systems based on multi-sensor data fusion and the gravitational search algorithm (GSA). As a critical component in robotic arms, harmonic drives are prone to failures due to wear, less grease, or improper loading, [...] Read more.
This study proposes a fault diagnosis method for harmonic drive systems based on multi-sensor data fusion and the gravitational search algorithm (GSA). As a critical component in robotic arms, harmonic drives are prone to failures due to wear, less grease, or improper loading, which can compromise system stability and production efficiency. To enhance diagnostic accuracy, the research employs wavelet packet decomposition (WPD) and empirical mode decomposition (EMD) to extract multi-scale features from vibration signals. These features are subsequently fused, and GSA is used to optimize the high-dimensional fused features, eliminating redundant data and mitigating overfitting. The optimized features are then input into a support vector machine (SVM) for fault classification, with K-fold cross-validation used to assess the model’s generalization capabilities. Experimental results demonstrate that the proposed diagnosis method, which integrates multi-sensor data fusion with GSA optimization, significantly improves fault diagnosis accuracy compared to methods using single-sensor signals or unoptimized features. This improvement is particularly notable in multi-class fault scenarios. Additionally, GSA’s global search capability effectively addresses overfitting issues caused by high-dimensional data, resulting in a diagnostic model with greater reliability and accuracy across various fault conditions. Full article
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<p>Enhanced harmonic drive fault diagnosis framework diagram.</p>
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<p>Three-layered wavelet packet decomposition process diagram.</p>
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<p>(<b>a</b>) Experimental setup; (<b>b</b>) schematic of the sixth axis; (<b>c</b>) gear wear; (<b>d</b>) bearing damage; (<b>e</b>) improper load; (<b>f</b>) gear fracture.</p>
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<p>K-fold cross-validation diagram.</p>
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<p>Accuracy comparison chart for different optimization methods. (<b>a</b>) FWPD, (<b>b</b>) FWPD+GSA, (<b>c</b>) FEMD, (<b>d</b>) FEMD+GSA.</p>
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<p>Accuracy comparison chart.</p>
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<p>Computation time comparison of different methods.</p>
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22 pages, 9902 KiB  
Article
Analytical Fragility Surfaces and Global Sensitivity Analysis of Buried Operating Steel Pipeline Under Seismic Loading
by Gersena Banushi
Appl. Sci. 2024, 14(22), 10735; https://doi.org/10.3390/app142210735 - 20 Nov 2024
Viewed by 690
Abstract
The structural integrity of buried pipelines is threatened by the effects of Permanent Ground Deformation (PGD), resulting from seismic-induced landslides and lateral spreading due to liquefaction, requiring accurate analysis of the system performance. Analytical fragility functions allow us to estimate the likelihood of [...] Read more.
The structural integrity of buried pipelines is threatened by the effects of Permanent Ground Deformation (PGD), resulting from seismic-induced landslides and lateral spreading due to liquefaction, requiring accurate analysis of the system performance. Analytical fragility functions allow us to estimate the likelihood of seismic damage along the pipeline, supporting design engineers and network operators in prioritizing resource allocation for mitigative or remedial measures in spatially distributed lifeline systems. To efficiently and accurately evaluate the seismic fragility of a buried operating steel pipeline under longitudinal PGD, this study develops a new analytical model, accounting for the asymmetric pipeline behavior in tension and compression under varying operational loads. This validated model is further implemented within a fragility function calculation framework based on the Monte Carlo Simulation (MCS), allowing us to efficiently assess the probability of the pipeline exceeding the performance limit states, conditioned to the PGD demand. The evaluated fragility surfaces showed that the probability of the pipeline exceeding the performance criteria increases for larger soil displacements and lengths, as well as cover depths, because of the greater mobilized soil reaction counteracting the pipeline deformation. The performed Global Sensitivity Analysis (GSA) highlighted the influence of the PGD and soil–pipeline interaction parameters, as well as the effect of the service loads on structural performance, requiring proper consideration in pipeline system modeling and design. Overall, the proposed analytical fragility function calculation framework provides a useful methodology for effectively assessing the performance of operating pipelines under longitudinal PGD, quantifying the effect of the uncertain parameters impacting system response. Full article
(This article belongs to the Section Civil Engineering)
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Graphical abstract

Graphical abstract
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<p>Pipeline subjected to longitudinal PGD: (<b>a</b>) 3D view; (<b>b</b>) 2D schematic representation.</p>
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<p>Pipeline response to longitudinal PGD according to analytical model in [<a href="#B11-applsci-14-10735" class="html-bibr">11</a>], assuming symmetric material behavior for tension and compression: (<b>a</b>) case I; (<b>b</b>) case II.</p>
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<p>Schematic representation of operating pipeline response subjected to longitudinal PGD: (<b>a</b>) pipeline displacement subjected to longitudinal soil block movement (case II); (<b>b</b>) soil–pipeline system behaving like a pull-out test under tension (region I) and compression (region IV).</p>
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<p>Schematic representation of the axial constitutive behavior of the steel pipe material, defined within the associated von Mises plasticity with isotropic hardening [<a href="#B30-applsci-14-10735" class="html-bibr">30</a>].</p>
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<p>The comparison between the numerical, the conventional [<a href="#B8-applsci-14-10735" class="html-bibr">8</a>,<a href="#B11-applsci-14-10735" class="html-bibr">11</a>,<a href="#B13-applsci-14-10735" class="html-bibr">13</a>], and the proposed analytical models, evaluating the pipeline performance under longitudinal PGD (<span class="html-italic">L<sub>b</sub></span> = 300 m) in terms of maximum tensile and compressive pipe strain as a function of the ground displacement <span class="html-italic">δ</span>.</p>
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<p>The variation of the critical soil block length, <span class="html-italic">L<sub>cr</sub></span> = (<span class="html-italic">F<sub>t,max</sub></span> − <span class="html-italic">F<sub>c,max</sub></span>)/<span class="html-italic">f<sub>s</sub></span>, as a function of the ground displacement <span class="html-italic">δ</span>, with an indication of the critical values (<span class="html-italic">δ<sub>cr,i</sub></span>, <span class="html-italic">L<sub>cr,i</sub></span>) associated with the achievement of the pipeline performance limit states.</p>
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<p>The peak axial strain magnitude in the pressurized pipeline (<span class="html-italic">P<sub>i</sub></span>/<span class="html-italic">P<sub>max</sub></span> = 0.75, Δ<span class="html-italic">T</span> = 50 °C) as a function of the PGD length <span class="html-italic">L<sub>b</sub></span> and displacement <span class="html-italic">δ</span> for (<b>a</b>) tension and (<b>b</b>) compression. The dashed horizontal curves represent the strain isolines corresponding to the NOL and PIL performance limit states.</p>
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<p>The peak axial strain magnitude in the unpressurized pipeline (<span class="html-italic">P<sub>i</sub></span>/<span class="html-italic">P<sub>max</sub></span> = 0, Δ<span class="html-italic">T</span> = 0 °C) as a function of the PGD length <span class="html-italic">L<sub>b</sub></span> and displacement <span class="html-italic">δ</span> for (<b>a</b>) tension and (<b>b</b>) compression. The dashed horizontal curves represent the strain isolines corresponding to the NOL and PIL performance limit states.</p>
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<p>Fragility surface of buried pipeline (<span class="html-italic">H<sub>c</sub></span> = 1.5 m) for (<b>a</b>) Normal Operability Limit (NOL) and (<b>b</b>) Pressure Integrity Limit (PIL).</p>
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<p>Schematic representation of the performance assessment of the buried pipeline subjected to the PGD demand (<span class="html-italic">δ</span>, <span class="html-italic">L<sub>b</sub></span>), using the deterministic and fragility analysis framework.</p>
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<p>Fragility surface of buried pipeline for different cover depths and performance limit states: (<b>a</b>) <span class="html-italic">H<sub>c</sub></span> = 1.0 m, NOL; (<b>b</b>) <span class="html-italic">H<sub>c</sub></span> = 1.0 m, PIL and (<b>c</b>) <span class="html-italic">H<sub>c</sub></span> = 2.0 m, NOL; and (<b>d</b>) <span class="html-italic">H<sub>c</sub></span> = 2.0 m, PIL.</p>
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<p>The comparison of the first-order and total-order sensitivity indices of the system input parameters for the (<b>a</b>) NOL and (<b>b</b>) PIL performance limit states.</p>
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<p>Response of the pressurized pipeline (<span class="html-italic">P<sub>i</sub></span>/<span class="html-italic">P<sub>max</sub></span> = 0.75, Δ<span class="html-italic">T</span> = 50 °C) to longitudinal PGD with block length <span class="html-italic">L<sub>b</sub></span> = 200 m (case I): (<b>a</b>) pipe axial force; (<b>b</b>) pipe axial stress; (<b>c</b>) soil friction; (<b>d</b>) ground displacement; (<b>e</b>) pipe axial displacement; (<b>f</b>) pipe axial strain vs. distance from tension crack.</p>
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<p>Response of the unpressurized pipeline (<span class="html-italic">P<sub>i</sub></span>/<span class="html-italic">P<sub>max</sub></span> = 0, Δ<span class="html-italic">T</span> = 0 °C) to longitudinal PGD with block length <span class="html-italic">L<sub>b</sub></span> = 200 m (case I): (<b>a</b>) pipe axial force; (<b>b</b>) pipe axial stress; (<b>c</b>) soil friction; (<b>d</b>) ground displacement; (<b>e</b>) pipe axial displacement; (<b>f</b>) pipe axial strain vs. distance from tension crack.</p>
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<p>Response of the pressurized pipeline (<span class="html-italic">P<sub>i</sub></span>/<span class="html-italic">P<sub>max</sub></span> = 0.75, Δ<span class="html-italic">T</span> = 50 °C) to longitudinal PGD with block length <span class="html-italic">L<sub>b</sub></span> = 300 m (case II): (<b>a</b>) pipe axial force; (<b>b</b>) pipe axial stress; (<b>c</b>) soil friction; (<b>d</b>) ground displacement; (<b>e</b>) pipe axial displacement; (<b>f</b>) pipe axial strain vs. distance from tension crack.</p>
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<p>Response of the pressurized pipeline (<span class="html-italic">P<sub>i</sub></span>/<span class="html-italic">P<sub>max</sub></span> = 0, Δ<span class="html-italic">T</span> = 0 °C) to longitudinal PGD with block length <span class="html-italic">L<sub>b</sub></span> = 300 m (case II): (<b>a</b>) pipe axial force; (<b>b</b>) pipe axial stress; (<b>c</b>) soil friction; (<b>d</b>) ground displacement; (<b>e</b>) pipe axial displacement; (<b>f</b>) pipe axial strain vs. distance from tension crack.</p>
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23 pages, 9957 KiB  
Article
Multi-Objective Optimization of Three-Stage Turbomachine Rotor Based on Complex Transfer Matrix Method
by Hüseyin Tarık Niş and Ahmet Yıldız
Appl. Sci. 2024, 14(22), 10445; https://doi.org/10.3390/app142210445 - 13 Nov 2024
Viewed by 802
Abstract
This study presents the complex transfer matrix method (CTMM) as an advanced mathematical model, providing significant advantages over the finite element method (FEM) by yielding rapid solutions for complex optimization problems. In order to design a more efficient structure of a three-stage turbomachine [...] Read more.
This study presents the complex transfer matrix method (CTMM) as an advanced mathematical model, providing significant advantages over the finite element method (FEM) by yielding rapid solutions for complex optimization problems. In order to design a more efficient structure of a three-stage turbomachine rotor, we integrated this method with various optimization algorithms, including genetic algorithm (GA), differential evolution (DE), simulated annealing (SA), gravitational search algorithm (GSA), black hole (BH), particle swarm optimization (PSO), Harris hawk optimization (HHO), artificial bee colony (ABC), and non-metaheuristic pattern search (PS). Thus, the best rotor geometry can be obtained fast with minimum bearing forces and disk deflections within design limits. In the results, the efficiency of the CTMM for achieving optimized designs is demonstrated. The CTMM outperformed the FEM in both speed and applicability for complex rotordynamic problems. The CTMM was found to deliver results of comparable quality much faster than the FEM, especially with higher element quality. The use of the CTMM in the iterative optimization process is shown to be highly advantageous. Furthermore, it is noted that among the different optimization algorithms, ABC provided the best results for this multi-objective optimization problem. Full article
(This article belongs to the Topic Multi-scale Modeling and Optimisation of Materials)
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<p>General Electric J85-GE [<a href="#B24-applsci-14-10445" class="html-bibr">24</a>]. Image courtesy of Smithsonian’s National Air and Space Museum.</p>
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<p>Coordinate system used in CTMM.</p>
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<p>Basic CTMM element for rotordynamics: (<b>a</b>) bearing element; (<b>b</b>) disk element; (<b>c</b>) beam element; and (<b>d</b>) unbalance element.</p>
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<p>Initial rotor structure.</p>
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<p>Classification of metaheuristic methods.</p>
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<p>Fitness function comparison.</p>
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<p>Campbell diagram results for different algorithms.</p>
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<p>Maximum deflection of a simply supported beam under load.</p>
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<p>Bearing 1: frequency response for different algorithms.</p>
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<p>Bearing 2: frequency response for different algorithms.</p>
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<p>Bearing 3: frequency response for different algorithms.</p>
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<p>Disk 1: frequency response for different algorithms.</p>
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<p>Disk 2: frequency response for different algorithms.</p>
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<p>Disk 3: frequency response for different algorithms.</p>
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<p>Time consumption of each algorithm.</p>
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<p>Optimized 3D FEM model.</p>
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<p>Optimized 2D axisymmetric FEM model.</p>
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<p>MAC of FEM and TMM models.</p>
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<p>FRF response at Bearing 3.</p>
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33 pages, 15029 KiB  
Article
Coupling Different Machine Learning and Meta-Heuristic Optimization Techniques to Generate the Snow Avalanche Susceptibility Map in the French Alps
by Enes Can Kayhan and Ömer Ekmekcioğlu
Water 2024, 16(22), 3247; https://doi.org/10.3390/w16223247 - 12 Nov 2024
Viewed by 927
Abstract
The focus of this study is to introduce a hybrid predictive framework encompassing different meta-heuristic optimization and machine learning techniques to identify the regions susceptible to snow avalanches. To accomplish this aim, the present research sought to acquire the best-performed model among nine [...] Read more.
The focus of this study is to introduce a hybrid predictive framework encompassing different meta-heuristic optimization and machine learning techniques to identify the regions susceptible to snow avalanches. To accomplish this aim, the present research sought to acquire the best-performed model among nine different hybrid scenarios encompassing three different meta-heuristics, namely particle swarm optimization (PSO), gravitational search algorithm (GSA), and Cuckoo Search (CS), and three different ML approaches, i.e., support vector classification (SVC), stochastic gradient boosting (SGB), and k-nearest neighbors (KNN), pertaining to different predictive families. According to diligent analysis performed with regard to the blinded testing set, the PSO-SGB illustrated the most satisfactory predictive performance with an accuracy of 0.815, while the precision and recall were found to be 0.824 and 0.821, respectively. The F1-score of the predictions was found to be 0.821, and the area under the receiver operating curve (AUC) was obtained to be 0.9. Despite attaining similar predictive success via the CS-SGB model, the time-efficiency analysis underscored the PSO-SGB, as the corresponding process consumed considerably less computational time compared to its counterpart. The SHapley Additive exPlanations (SHAP) implementation further informed that slope, elevation, and wind speed are the most contributing attributes to detecting snow avalanche susceptibility in the French Alps. Full article
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<p>Research flowchart.</p>
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<p>Study Domain.</p>
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<p>Generated layers for utilized factors. (<b>a</b>) elevation, (<b>b</b>) slope, (<b>c</b>) aspect, (<b>d</b>) profile curvature, (<b>e</b>) plan curvature, (<b>f</b>) LULC, (<b>g</b>) TPI, (<b>h</b>) TWI, (<b>i</b>) TRI, (<b>j</b>) lithology, (<b>k</b>) rainfall, (<b>l</b>) wind speed, (<b>m</b>) minimum temperature, (<b>n</b>) maximum temperature, (<b>o</b>) solar radiation, (<b>p</b>) snow depth, (<b>q</b>) distance to faults.</p>
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<p>Generated layers for utilized factors. (<b>a</b>) elevation, (<b>b</b>) slope, (<b>c</b>) aspect, (<b>d</b>) profile curvature, (<b>e</b>) plan curvature, (<b>f</b>) LULC, (<b>g</b>) TPI, (<b>h</b>) TWI, (<b>i</b>) TRI, (<b>j</b>) lithology, (<b>k</b>) rainfall, (<b>l</b>) wind speed, (<b>m</b>) minimum temperature, (<b>n</b>) maximum temperature, (<b>o</b>) solar radiation, (<b>p</b>) snow depth, (<b>q</b>) distance to faults.</p>
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<p>Convergence graph of PSO with respect to the validation set (<b>a</b>) SVC, (<b>b</b>) SGB, and (<b>c</b>) KNN.</p>
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<p>Convergence graph of GSA with respect to the validation set (<b>a</b>) SVC, (<b>b</b>) SGB, and (<b>c</b>) KNN.</p>
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<p>Convergence graph of CS with respect to the validation set (<b>a</b>) SVC, (<b>b</b>) SGB, and (<b>c</b>) KNN.</p>
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<p>Confusion matrices for ML models with regard to the testing set (<b>a</b>) PSO-SVC, (<b>b</b>) PSO-SGB, (<b>c</b>) PSO-KNN, (<b>d</b>) GSA-SVC, (<b>e</b>) GSA-SGB, (<b>f</b>) GSA-KNN, (<b>g</b>) CS-SVC, (<b>h</b>) CS-SGB, and (<b>i</b>) CS-KNN.</p>
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<p>ROC plots of the ML outcomes based on the testing set (<b>a</b>) PSO, (<b>b</b>) GSA, and (<b>c</b>) CS.</p>
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<p>Avalanche susceptibility map for testing set based on the best-performed model.</p>
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<p>SHAP summary plot.</p>
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15 pages, 2392 KiB  
Article
Estimating Ross 308 Broiler Chicken Weight Through Integration of Random Forest Model and Metaheuristic Algorithms
by Erdem Küçüktopçu, Bilal Cemek and Didem Yıldırım
Animals 2024, 14(21), 3082; https://doi.org/10.3390/ani14213082 - 25 Oct 2024
Viewed by 1154
Abstract
For accurate estimation of broiler chicken weight (CW), a novel hybrid method was developed in this study where several benchmark methods, including Particle Swarm Optimization (PSO), Genetic Algorithm (GA), Ant Colony Optimization (ACO), Differential Evolution (DE), and Gravity Search Algorithm (GSA), were employed [...] Read more.
For accurate estimation of broiler chicken weight (CW), a novel hybrid method was developed in this study where several benchmark methods, including Particle Swarm Optimization (PSO), Genetic Algorithm (GA), Ant Colony Optimization (ACO), Differential Evolution (DE), and Gravity Search Algorithm (GSA), were employed to adjust the Random Forest (RF) hyperparameters. The performance of the RF models was compared with that of classic linear regression (LR). With this aim, data (temperature, relative humidity, feed consumption, and CW) were collected from six poultry farms in Samsun, Türkiye, covering both the summer and winter seasons between 2014 and 2021. The results demonstrated that PSO and ACO significantly enhanced the performance of the standard RF model in all periods. Specifically, the RF-PSO model achieved a significant improvement by reducing the Mean Absolute Error (MAE) by 5.081% to 60.707%, highlighting its superior prediction accuracy and efficiency. The RF-ACO model also showed remarkable MAE reductions, ranging from 3.066% to 43.399%, depending on the input combinations used. In addition, the computational time required to train the RF models with PSO and ACO was considerably low, indicating their computational efficiency. These improvements emphasize the effectiveness of the PSO and ACO algorithms in achieving more accurate predictions of CW. Full article
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<p>Flowchart of the chicken weight (CW) estimation model.</p>
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<p>Box plots for (<b>a</b>) temperature (T), (<b>b</b>) relative humidity (RH), (<b>c</b>) feed consumption (FC), and (<b>d</b>) chicken weight (CW).</p>
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<p>Heatmaps of (<b>a</b>) the <span class="html-italic">MAE</span> and (<b>b</b>) <span class="html-italic">R</span> for different inputs and models used in this study for testing data.</p>
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<p>Error reduction rates (%) for various input combinations using the following algorithms: (<b>a</b>) PSO, (<b>b</b>) ACO, (<b>c</b>) GA, (<b>d</b>) DE, and (<b>e</b>) the GSA.</p>
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<p>Computational efficiency comparison of different models based on the training time for each input combination.</p>
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