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Search Results (6,012)

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17 pages, 3582 KiB  
Article
Experimental Study Unraveling Flow Allocation Patterns at Crossroad Intersections During Urban Flooding
by Ning Xu, Zhiyu Shao, Fei Wang and Huafeng Gong
Water 2024, 16(22), 3314; https://doi.org/10.3390/w16223314 - 18 Nov 2024
Abstract
Urban roads can effectively handle peak flows during extreme storms by serving as surface flood passages, provided the flow remains within safety thresholds for vehicles and pedestrians. However, studies on flow allocation at crossroad intersections are limited. Previous research has overlooked important factors: [...] Read more.
Urban roads can effectively handle peak flows during extreme storms by serving as surface flood passages, provided the flow remains within safety thresholds for vehicles and pedestrians. However, studies on flow allocation at crossroad intersections are limited. Previous research has overlooked important factors: road transverse slope and turning radius. This study built a “two in, two out” laboratory crossroad intersection to examine flow allocation patterns. Experiments explored the effects of road longitudinal slope, boundary conditions, and the combined influence of turning radius and side slope. The results indicated that at flatter slopes, flow allocation is more influenced by road slope, while at steeper slopes, the inflow Froude number ratio becomes more significant. The combined effect of the turning radius and side slope results in a flow allocation that differs by 44.3% compared to rectangular orthogonal channel intersections. A straightforward formula is proposed to calculate the flow allocation ratio based on experimental results and inflow power ratio. These findings could improve road intersection designs for better flood mitigation, offering a practical tool for planning flood-resilient road networks. Full article
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<p>Laboratory experiment setup, (<b>A</b>) Original design drawings; (<b>B</b>) Actual view of the laboratory experiment.</p>
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<p>Laboratory experiment setup, (<b>A</b>) Original design drawings; (<b>B</b>) Actual view of the laboratory experiment.</p>
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<p>Trend of flow-rate allocation ratio R<sub>q</sub> and inflow Froude number in different directions in cases with identical upstream and downstream slopes, (<b>A</b>) In x-directions, Fr<sub>xi</sub>; (<b>B</b>) In y-directions, Fr<sub>yi</sub>.</p>
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<p>Trend of flow-rate allocation ratio R<sub>q</sub> vs. inflow Froude number ratio Fr<sub>xi</sub>/Fr<sub>yi</sub> in cases with identical upstream and downstream road slope.</p>
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<p>Trend of flow-rate allocation ratio R<sub>q</sub> vs. inflow Froude number ratio Fr<sub>xi</sub>/Fr<sub>yi</sub> in cases with a downstream slope of 0.3% (<b>A</b>), 1% (<b>B</b>), and 5% (<b>C</b>).</p>
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<p>Trend of flow-rate allocation ratio R<sub>q</sub> vs. inflow Froude number ratio Fr<sub>xi</sub>/F<sub>ryi</sub> in cases with an upstream slope of 0.3% (<b>A</b>), 1% (<b>B</b>) and 5% (<b>C</b>).</p>
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<p>Comparison of flow-rate allocation ratio R<sub>q</sub> vs. inflow power ratio W<sub>x</sub>/W<sub>T</sub> from this study (experiment data) and Nania’s study.</p>
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<p>Inclined hydraulic jump observed at the road intersection. The arrow in the figure represent the two directions of water flow.</p>
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<p>Relationship between Wx/Wy and Rq under different upstream slopes.</p>
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<p>Relationship of R<sub>q</sub> and W<sub>x</sub>/W<sub>T</sub> under different flow condition category.</p>
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16 pages, 4760 KiB  
Article
Influence of Construction Process on Aggregate Spalling Behavior on Ultrathin Waterborne Epoxy Resin Layer
by Jiaquan Yuan, Yifan Zhang, Haoyang Huang, Gang Zhou, Chaoliang Fu, Wenhong Duan, Weihong Jiang, Li Xiong, Huimei Li, Xiaohua Yang and Chuanqiang Li
Coatings 2024, 14(11), 1468; https://doi.org/10.3390/coatings14111468 (registering DOI) - 18 Nov 2024
Abstract
The waterborne epoxy resin (WER) colored antiskid thin layer has been widely used in asphalt pavement to improve driving safety. The tectonic depth determines the antiskid performance of aparticle antiskid type thin layer. The spalling of aggregate from a thin layer may reduce [...] Read more.
The waterborne epoxy resin (WER) colored antiskid thin layer has been widely used in asphalt pavement to improve driving safety. The tectonic depth determines the antiskid performance of aparticle antiskid type thin layer. The spalling of aggregate from a thin layer may reduce the tectonic depth, thus damaging antiskid performance. The spreading process of aggregate on the WER binder surface plays an important role in the spalling behavior of the thin layer. Herein, the influence of spreading processes on the ceramic aggregate spalling behavior on the WER thin layer was investigated based on laboratory experiments. The abrasion and British Pendulum Number (BPN) tests were employed to evaluate the antispalling and antiskid properties of the WER thin layers with different amounts of WER mortar, coverage rates of first-spread aggregate, and spreading orders of coarse/fine aggregates. Moreover, the tectonic depths of the layers before/after the spalling test were also investigated. The results indicated that the optimal dosage of WER mortar is 2.8 kg/m2. The WER thin layer exhibited better anti-striping property when coarse ceramic aggregate was spread first. The first-spread coverage rate of the aggregate on the WER surface is 70%. The thin layer exhibited a superior antispalling performance according to the resulting scheme, with a spalling rate of 3.77%. The tectonic depth only decreased from 1.87 to 1.80 mm after the spalling test. Full article
(This article belongs to the Special Issue Green Asphalt Materials—Surface Engineering and Applications)
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<p>Colored ceramic particles.</p>
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<p>The photographs of WER thin layer specimens.</p>
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<p>Spalling rate of the seven antiskid thin layer specimens after 5 min of abrasion.</p>
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<p>Pendulum values of the antiskid thin layer specimens before (<b>a</b>) and after abrasion (<b>b</b>).</p>
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<p>Texture depth of the antiskid thin layer specimens before (<b>a</b>) and after abrasion (<b>b</b>).</p>
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<p>Spalling rate of the antiskid thin layer specimens under different coverage rate of the first-spread aggregate.</p>
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<p>Pendulum values of the antiskid thin layer specimens before (<b>a</b>) and after abrasion (<b>b</b>).</p>
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<p>Texture depth of the antiskid thin layer specimens before (<b>a</b>) and after abrasion (<b>b</b>).</p>
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<p>Spalling rate of the antiskid thin layer specimens under different order of aggregate spreading. cx: spreading coarse aggregate first and then fine aggregate; xc: spreading fine aggregate first and then coarse aggregate.</p>
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<p>Pendulum values of the thin layer specimens before (<b>a</b>) and after abrasion (<b>b</b>).</p>
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<p>Texture depth of the antiskid thin layer specimens before (<b>a</b>) and after abrasion (<b>b</b>).</p>
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21 pages, 6865 KiB  
Article
Lessons Learned for Developing an Effective High-Speed Research Compressor Facility
by Nicholas J. Kormanik, Douglas R. Matthews, Nicole L. Key and Aaron J. King
Aerospace 2024, 11(11), 949; https://doi.org/10.3390/aerospace11110949 (registering DOI) - 18 Nov 2024
Viewed by 75
Abstract
Few universities in the world conduct experimental research on high-speed, high-power turbomachinery. The Purdue High-Speed Compressor Research Laboratory has a longstanding tradition of partnering with industry sponsors to perform high-TRL (technology readiness level) experiments on axial and radial compressors for aerospace applications. Early [...] Read more.
Few universities in the world conduct experimental research on high-speed, high-power turbomachinery. The Purdue High-Speed Compressor Research Laboratory has a longstanding tradition of partnering with industry sponsors to perform high-TRL (technology readiness level) experiments on axial and radial compressors for aerospace applications. Early work in the laboratory with Professor Sanford Fleeter and Professor Patrick Lawless involved aeromechanics and the addition of a multistage axial compressor facility to support compressor performance studies. This work continues today under the guidance of Professor Nicole Key. While other universities may operate a single-stage transonic compressor or a low-speed multistage compressor, the Purdue 3-Stage (P3S) Axial Compressor Research Facility provides a unique environment to understand multistage effects at speeds where compressibility is important. Over the last two decades, several areas of important research within the gas-turbine engine industry have been explored: vane clocking, stall/surge inception, tip-leakage/stator-leakage (cavity leakage) flow characterization, and forced response, to name a few. This paper addresses the different configurations of the facility chronologically so that existing datasets can be matched with correct boundary conditions and provides an overview of the different upgrades in the facility as it has developed in preparation for the next generation of small-core compressor research. Full article
(This article belongs to the Special Issue Progress in Turbomachinery Technology for Propulsion)
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<p>Iowa State University’s Multistage Compressor Facility [<a href="#B2-aerospace-11-00949" class="html-bibr">2</a>,<a href="#B3-aerospace-11-00949" class="html-bibr">3</a>].</p>
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<p>Original P3S Facility Configuration, circa 2001 [<a href="#B6-aerospace-11-00949" class="html-bibr">6</a>].</p>
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<p>PAX100 blade row configuration shown with numbered measurement stations.</p>
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<p>Split-Case Casing Concept for PAX100 Compressor.</p>
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<p>180° Inlet Traverse, Seven-Element Rakes, and Slip Ring Modifications to Rear Shaft (left to right).</p>
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<p>Components associated with PAX100 Compressor Installation [<a href="#B6-aerospace-11-00949" class="html-bibr">6</a>].</p>
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<p>Purdue 3-Stage Facility, circa 2010 [<a href="#B17-aerospace-11-00949" class="html-bibr">17</a>].</p>
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<p>Bearing Support Structure [<a href="#B17-aerospace-11-00949" class="html-bibr">17</a>].</p>
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<p>Inlet (<b>a</b>) and Exhaust/Throttle (<b>b</b>) Renovations [<a href="#B17-aerospace-11-00949" class="html-bibr">17</a>].</p>
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<p>Features and instrumentation capability of new casing design [<a href="#B18-aerospace-11-00949" class="html-bibr">18</a>].</p>
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<p>P3S Facility with inlet extension, circa 2013; red arrows indicate inflow and outflow.</p>
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<p>High-frequency transducer blocks for obtaining over-rotor pressure measurements.</p>
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<p>Additively manufactured stator vane passage (<b>a</b>) and shrouded stator hub instrumentation (<b>b</b>).</p>
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<p>PIV Setup on the P3S Facility [<a href="#B37-aerospace-11-00949" class="html-bibr">37</a>].</p>
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<p>Segmented S2 used for unsteady surface pressure measurements.</p>
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<p>360° Circumferentially traversable distortion carrier (distortion screens not installed).</p>
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<p>PAX200 shrouded stator and cantilevered stator configurations with numbered measurement stations.</p>
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<p>Adaptations to throttle design to protect from extreme exhaust conditions and power failure [<a href="#B46-aerospace-11-00949" class="html-bibr">46</a>].</p>
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<p>Structural component replacements by Florida Turbine Technologies.</p>
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<p>Purdue 3-Stage Research Facility (present-day).</p>
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19 pages, 8743 KiB  
Article
Improving Building Floor Acoustics with Innovative Inorganic Sound Insulation Coating
by Jie Li, Qinglin Meng, Haowei Lu and Genyu Xu
Buildings 2024, 14(11), 3663; https://doi.org/10.3390/buildings14113663 (registering DOI) - 18 Nov 2024
Viewed by 111
Abstract
Floor impact sound insulation is essential for improving living environments and has become a mandatory requirement for green buildings in Southern China. This study introduces an innovative inorganic sound insulation coating technology for enhancing building floor acoustic performance. Through comprehensive laboratory experiments and [...] Read more.
Floor impact sound insulation is essential for improving living environments and has become a mandatory requirement for green buildings in Southern China. This study introduces an innovative inorganic sound insulation coating technology for enhancing building floor acoustic performance. Through comprehensive laboratory experiments and field tests, we evaluated inorganic coatings of 3 mm and 5 mm thickness, comparing their performance against traditional methods, including organic coatings and soundproof mortar. Standardized impact sound pressure level measurements, conducted in accordance with the China GB/T 50121 standard, demonstrated significant acoustic improvements. Laboratory testing revealed impact sound reductions of 6–7 dB and 9–10 dB for the 3 mm and 5 mm inorganic coatings, respectively, while field applications of the 3 mm coating achieved an average reduction of 14.3 dB. The inorganic coating exhibited superior performance characteristics compared to both organic coatings and soundproof mortar in terms of sound insulation efficiency, fire resistance, and application feasibility, demonstrating particularly effective attenuation in the mid- to high-frequency range. This investigation presents an innovative, cost-effective, and environmentally sustainable solution for improving floor sound insulation in green buildings. Full article
(This article belongs to the Special Issue New Technologies in Assessment of Indoor Environment)
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<p>The prediction principle of sound insulation on the impact of sound insulation floor.</p>
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<p>Inorganic sound insulation coatings.</p>
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<p>Inorganic sound insulation coating experimental building.</p>
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<p>Floor insulation structure drawing.</p>
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<p>Schematic diagram of experimental measuring points.</p>
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<p>The frequency trend of L′<sub>nT</sub> drawing.</p>
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<p>Fire resistance test of the inorganic sound insulation coating: (<b>a</b>) sample before testing, (<b>b</b>) direct flame exposure using propane torch, and (<b>c</b>) surface appearance after 500 °C flame exposure showing localized thermal discoloration without structural damage.</p>
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<p>Water resistance evaluation of coating specimens: (<b>a</b>) experimental setup during 96 h water immersion testing; (<b>b</b>) post-immersion surface morphological examination showing preserved material integrity.</p>
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<p>Pull-off adhesion test results showing measured parameters (A: cross-sectional area in mm<sup>2</sup>; F: pull-off force in N; σ: bond strength in MPa) for (<b>a</b>–<b>c</b>) standard specimens and (<b>d</b>–<b>f</b>) water-immersed specimens.</p>
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<p>Structure drawing of 3 mm sound insulation coating.</p>
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<p>Structure drawing of 30 mm sound insulation mortar.</p>
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<p>Inorganic sound insulation coating construction process.</p>
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21 pages, 7220 KiB  
Article
Flotation Enrichment of Micro- and Nanosilica Formed During the Production of Silicon and Ferrosilicon
by Antonina I. Karlina, Yuliya I. Karlina and Vitaliy A. Gladkikh
Minerals 2024, 14(11), 1165; https://doi.org/10.3390/min14111165 - 17 Nov 2024
Viewed by 241
Abstract
This paper presents the results of experiments conducted on the flotation separation of cyclone dust particles. The flotation process was conducted using a laboratory flotation apparatus comprising three chambers. Experimental tests supported theoretical results of the theoretical reasoning and justification for the choice [...] Read more.
This paper presents the results of experiments conducted on the flotation separation of cyclone dust particles. The flotation process was conducted using a laboratory flotation apparatus comprising three chambers. Experimental tests supported theoretical results of the theoretical reasoning and justification for the choice of parameters that the flotation process should have in order to extract particles of such small sizes. Furthermore, this work elucidates the concept of “nanobubbles” and substantiates their viability for use in the flotation of nanoparticles, given that bubbles of such a magnitude are firmly affixed to the hydrophobic surface of particles. Bubbles of a larger size than nanoparticles will float both hydrophobic and hydrophilic particles. The effective flotation of cyclone dust from the gas cleaning of silicon and ferroalloy production provided two materials as a result. The experiments yielded insights into the rational technological parameters of the flotation mode for obtaining new products. These insights were gleaned from the preliminary conditioning (conditioning time from 0.5 to 1.5 h) of wet cyclone dust (dry dust weight of 4 kg) with liquid glass (1.4 g per 1 dm3 of pulp) in a cavitation unit at a pH value of 8.5. The flotation process was conducted in a three-chamber flotation apparatus with a volume of 0.02 m3 for a duration of 90 min, utilizing a pneumohydraulic aerator with air suction from the atmosphere. In this instance, the pulp was conveyed via a pump at a pressure of 0.4 MPa from the initial cleansing chamber into the aerator. During the flotation process, kerosene (1 mg per 1 dm3 of pulp) and pine oil (2 mg per 1 dm3 of pulp) were added as additives. The resulting products were silicon dioxide (95%) and carbon nanoparticles (94%). Full article
(This article belongs to the Section Mineral Processing and Extractive Metallurgy)
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<p>The test bench designed to facilitate the synthesis of silica and carbon nanostructures. 1, support; 2, frame; 3, container; 4, inlet; 5. outlet; 6, 7, flanges; 8, aerator; 9, pump; 10, compressor.</p>
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<p>Schematic diagram illustrating the configuration of a three-chamber laboratory flotation machine. 1. Pneumatic–hydraulic aerator–ejector. 2. Drain sill.</p>
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<p>The pneumatic hydraulic aerator–ejector, consisting of the following components: 1, pulp inlet pipe; 2, air inlet pipe; 3, pulp outlet nozzle; 4, pulp–air mixture outlet nozzle.</p>
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<p>The appearance of cyclone dust is illustrated in two images: (<b>a</b>) an image of the dust taken prior to sifting and (<b>b</b>) an image of the same dust taken after sifting.</p>
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<p>The kinetics of cyclone dust flotation.</p>
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<p>The particular flotation velocity curve for cyclone dust.</p>
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<p>The relationship between the concentration of the foaming agent and the height of the foam layer.</p>
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<p>The appearance of the foam product, which has been isolated from silicon production waste: (<b>a</b>) electron photo of the structure; (<b>b</b>) carbon nanotubes in the foam product.</p>
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<p>The diffraction pattern of the foam product.</p>
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<p>The granulometric composition of the froth product resulting from flotation of cyclone dust.</p>
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<p>The external appearance of the chamber product: (<b>a</b>) isolated from silicon production waste; (<b>b</b>) electronic photo of the chamber product isolated from silicon production waste.</p>
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<p>The diffraction pattern of the chamber product of cyclone dust flotation.</p>
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<p>The granulometric composition of the chamber product resulting from the flotation of cyclone dust.</p>
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<p>The proposed methodology for calculating the contact angle at the water–air phase interface during the process of film flotation of a fixed mineral particle.</p>
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<p>An air bubble with silica nanospheres attached to it.</p>
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<p>The green circles represent nanobubbles on a solid substrate. The bubbles have a length of approximately 10 nm and a diameter of 1000 nm at their base [<a href="#B72-minerals-14-01165" class="html-bibr">72</a>].</p>
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<p>The relationship between pressure difference and bubble radius.</p>
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<p>The complex relationship between flotation and other factors.</p>
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21 pages, 7451 KiB  
Article
Integrated Subsurface Hydrologic Modeling for Agricultural Management Using HYDRUS and UZF Package Coupled with MODFLOW
by Efthymios Chrysanthopoulos, Martha Perdikaki, Konstantinos Markantonis and Andreas Kallioras
Water 2024, 16(22), 3297; https://doi.org/10.3390/w16223297 - 17 Nov 2024
Viewed by 226
Abstract
The present work aims to compare two different subsurface hydrological models, namely HYDRUS and MODFLOW UZF package, in terms of groundwater recharge; thus, both models were coupled with MODFLOW. The study area is an experimental kiwifruit orchard located in the Arta plain in [...] Read more.
The present work aims to compare two different subsurface hydrological models, namely HYDRUS and MODFLOW UZF package, in terms of groundwater recharge; thus, both models were coupled with MODFLOW. The study area is an experimental kiwifruit orchard located in the Arta plain in the Epirus region of Greece. A novel conceptual framework is introduced in order to (i) use in situ and laboratory measurements to estimate parameter values for both sub-surface flow models; (ii) couple the developed models with MODFLOW to estimate groundwater recharge; and (iii) compare and evaluate the performance of both approaches, with differences stemming from the distinctive equations describing the flow in the unsaturated zone. Detailed soil investigation was conducted in two soil horizons in the research field to identify soil texture zones, along with infiltration experiments implementing both double-ring and single-ring infiltrometers. The results of the field measurements indicate that fine-textured soils are predominant within the field, affecting several hydrological processes, such as infiltration, drainage, and root water uptake. Field measurements were incorporated in unsaturated zone flow modeling and the infiltration fluxes were simulated with the application of both the UZF package of MODFLOW and the HYDRUS code. The two codes presented acceptable agreement between the simulated and observed hydraulic head values with a similar performance in terms of statistics; however, they produced different results regarding recharge rates in the aquifer as simulated by MODFLOW. HYDRUS produced higher hydraulic head values in the aquifer throughout the simulation, related to higher recharge rates arising from the root water uptake and the capillary effects that are computed by HYDRUS but neglected by the UZF package of MODFLOW. Full article
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<p>Description of the kiwifruit orchard area, the locations of soil texture samples from two soil horizons (0–30 cm, 30–60 cm), and the installed positions of soil moisture and temperature sensors along with a pressure level sensor in a monitoring groundwater well.</p>
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<p>Locations of single-ring and double-ring infiltration experiments within the area of the experimental kiwifruit orchard.</p>
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<p>Precipitation and irrigation fluxes in the vicinity of the experimental kiwifruit orchard along with soil moisture and groundwater level fluctuations within the modeling period.</p>
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<p>Visual flowchart of soil analysis data integration into the subsurface modeling process [<a href="#B74-water-16-03297" class="html-bibr">74</a>,<a href="#B75-water-16-03297" class="html-bibr">75</a>].</p>
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<p>Groundwater model boundary conditions.</p>
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<p>Particle soil distribution curves of soil samples in two soil horizons (top-soil 0–30 cm and sub-soil 30–60 cm).</p>
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<p>Soil texture classification triangle according to USDA. The red dots represent the different soil samples.</p>
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<p>Double-ring cumulative infiltration rates modeled from Philip’s two-term equation and Kostiakov’s equation in each location of the experiment.</p>
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<p>Single-ring cumulative infiltration rates modeled from Philip’s two-term equation and Kostiakov’s equation in each location of the experiment.</p>
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<p>Ksat [m/day] spatial distribution within the area of the experimental kiwifruit orchard.</p>
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<p>Groundwater MODFLOW simulation results under HYDRUS and UZF modeling frameworks [<a href="#B74-water-16-03297" class="html-bibr">74</a>].</p>
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22 pages, 6301 KiB  
Review
Typical Case Studies and Classification with Evaluation of Carbon Dioxide Geological Sequestration in Saline Aquifers
by Lihua Ping, Huijun Wang, Yuchen Tian, Helong Zhang, Xiuping Wu, Shiheng Chen, Yinghai Liu, Yanzhi Liu, Shiqi Liu, Shuxun Sang and Sijian Zheng
Processes 2024, 12(11), 2562; https://doi.org/10.3390/pr12112562 - 16 Nov 2024
Viewed by 207
Abstract
To achieve carbon neutrality in China’s fossil energy sector, saline aquifer CO2 geological storage has become a critical strategy. As research into carbon reduction and storage potential evaluation advances across various geological scales, the need arises for consolidating key CO2 storage [...] Read more.
To achieve carbon neutrality in China’s fossil energy sector, saline aquifer CO2 geological storage has become a critical strategy. As research into carbon reduction and storage potential evaluation advances across various geological scales, the need arises for consolidating key CO2 storage cases and establishing a standardized classification system and evaluation methodology. This paper provides a comprehensive review of notable CO2 storage projects in saline aquifers, covering aspects such as project overviews, structural and reservoir characteristics, caprock integrity, and seismic monitoring protocols. Drawing on insights from mineral and oil and gas exploration, as well as international methods, this paper outlines the stages and potential levels of saline aquifer storage in China. It proposes an evaluation framework with formulas and reference values for key coefficients. The study includes successful global projects, such as Sleipner and Snøhvit in Norway, In Salah in Algeria, and Shenhua in China’s Ordos Basin, which provide valuable insights for long-term carbon capture and storage (CCS). By examining geological characteristics, injection, and monitoring protocols in these projects, this paper analyzes how geological features impact CO2 storage outcomes. For example, the Sleipner project’s success is linked to its straightforward structure, favorable reservoir properties, and stable caprock, while Snøhvit illustrates diverse structural suitability, and In Salah demonstrates the influence of fractures on storage efficacy. CO2 storage activities are segmented into four stages—survey, investigation, exploration, and injection—and are further categorized by storage potential: geological, technical, techno-economic, and engineering capacities. This study also presents evaluation levels (prediction, control, technically recoverable, and engineering) that support effective reservoir selection, potential classification, and calculations considering factors like reservoir stability and sealing efficacy. Depending on application needs, volumetric or mechanistic methods are recommended, with precise determination of geological, displacement, and cost coefficients. For China, a dynamic evaluation mechanism characterized by multi-scale, tiered approaches and increasing precision over time is essential for robust storage potential assessment. The levels and methods outlined here serve as a scientific foundation for regional and stage-based comparisons, guiding engineering approvals and underground space management. To align with practical engineering demands, ongoing innovation through laboratory experiments, simulations, and field practice is crucial, supporting continual refinement of formulas and key parameter determinations. Full article
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<p>Diagram of carbon capture and storage (CCS) technology and its main types.</p>
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<p>Geographic location map of the Sleipner, In Salah, and Snøhvit saline aquifer storage projects.</p>
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<p>Schematic diagram of reservoir characteristics in the Sleipner area.</p>
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<p>Comparative analysis of reservoir properties in representative cases (Sleipner, In Salah, Snøhvit, and Shenhua) of CO<sub>2</sub> geological storage in saline aquifers.</p>
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<p>Comparison of caprock thickness in representative cases (Sleipner, In Salah, Snøhvit, and Shenhua) of CO<sub>2</sub> geological sequestration in saline aquifers.</p>
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<p>Results of 4D seismic monitoring at Sleipner over different time periods.</p>
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<p>The pyramid model of CO<sub>2</sub> geological sequestration quantity.</p>
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<p>Diagram of exploration degree, evaluation accuracy, and potential levels for saline aquifer CCS demonstration projects.</p>
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<p>Schematic diagram of saline aquifer sequestration mechanisms.</p>
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14 pages, 8652 KiB  
Article
Validation of a Spectral Flow Cytometry Single-Tube Panel for the Clinical Diagnosis and Follow-Up of Children and Adolescents with B-Cell Acute Lymphoblastic Leukemia
by Gonzalo García-Aguilera, Ana Castillo-Robleda, Alejandro Sanz and Manuel Ramírez
Cells 2024, 13(22), 1891; https://doi.org/10.3390/cells13221891 - 15 Nov 2024
Viewed by 235
Abstract
The ability of flow cytometry to identify and quantify the presence of cell populations defined by their expression profile of specific markers has made this technique a powerful and routinary tool in clinical diagnostic practice. Specifically in the field of hematological malignancies, flow [...] Read more.
The ability of flow cytometry to identify and quantify the presence of cell populations defined by their expression profile of specific markers has made this technique a powerful and routinary tool in clinical diagnostic practice. Specifically in the field of hematological malignancies, flow cytometry allows the identification of the correct type and lineage of each patient’s disease and also sensitively quantifies the presence of the disease at precise moments during treatment, that is, levels of measurable residual disease (MRD). The quantification of MRD by flow cytometry has allowed the adaptation of tailored therapies to patients, contributing to the improvement of the results of the different protocols in recent decades. In this context, our objective in the present work was to evaluate the potential impact that spectral flow cytometry can provide compared to conventional cytometry, which is the one usually used in clinics. We present here a comparative study of both technologies, spectral versus conventional flow cytometry, in primary samples corresponding to the diagnosis and follow-up of children and adolescents with acute lymphoblastic leukemia. Our initial experience demonstrates the feasibility of incorporating spectral flow cytometry into the routine workflow of a reference laboratory. Full article
(This article belongs to the Special Issue The Applications of Flow Cytometry: Advances, Challenges, and Trends)
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<p>Example of antibody titration. (<b>A</b>) Density plots showing the titration of CD123 and CD99 with different amounts of antibody. (<b>B</b>) Curves of the stain index of the antibodies. Graphs showed the µL required to saturate each marker.</p>
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<p>Single versus multiple stain. (<b>A</b>) Example of CD9 staining in SST and MST. (<b>B</b>) Example of CD20 staining; the left 2 plots show significant loss of detection of the positive population in the sample when comparing SST versus MST; plots on the right showed how increasing antibody volume corrected the error. (<b>C</b>) Example of CD24; the left 2 plots show discordant results between SST and MST, the right plots show results after sequential staining.</p>
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<p>Resolving spreading errors. (<b>A</b>) Spectrum emission of CD66c-cFV780 (Red), CD22-cF BYG710 (blue), CD19-cF BYG781 (green), and CD81- cF BYG750 (purple). The X-axis shows the emission channel. (<b>B</b>) FMO of CD66c. The CD66c detector was plotted against CD22 and CD81. FMT of CD66c and CD22. FMT of CD66c and CD81. (<b>C</b>) FMT of CD66c and CD19. (<b>D</b>) Comparison between CD66c cFV780 and CD66c BV786, plots showing how the unmixing error was corrected with the new fluorochrome conjugation.</p>
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<p>Quantitation of measurable residual disease (MRD). Detection of leukemic cells in different concentrations diluted in a healthy bone marrow. Myeloid and T-cells (blue), healthy B-cells (green), and blasts (red).</p>
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<p>MRD quantitation in clinical samples. Comparison of diagnosis and day +17 studies of marrow aspirates from a patient using conventional and spectral flow cytometry. Red dots correspond to leukemic blasts, green dots correspond to healthy B cells. Blue dots correspond to Myloid and T cells.</p>
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<p>Paired comparison of MRD determinations. Above, total results. Below, levels of discrepancies in 9 studies of MRD quantitation of patients with BCP-ALL.</p>
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14 pages, 3533 KiB  
Article
Understanding the Impact of Soil Characteristics and Field Management Strategies on the Degradation of a Sprayable, Biodegradable Polymeric Mulch
by Cuyler K. Borrowman, Raju Adhikari, Kei Saito, Stuart Gordon and Antonio F. Patti
Agriculture 2024, 14(11), 2062; https://doi.org/10.3390/agriculture14112062 - 15 Nov 2024
Viewed by 197
Abstract
The use of non-degradable plastic mulch has become an essential agricultural practice for increasing crop yields, but continued use has led to contamination problems and in some cropping areas decreases in agricultural productivity. The subsequent emergence of biodegradable plastic mulches is a technological [...] Read more.
The use of non-degradable plastic mulch has become an essential agricultural practice for increasing crop yields, but continued use has led to contamination problems and in some cropping areas decreases in agricultural productivity. The subsequent emergence of biodegradable plastic mulches is a technological solution to these issues, so it is important to understand how different soil characteristics and field management strategies will affect the rate at which these new materials degrade in nature. In this work, a series of lab-scale hydrolytic degradation experiments were conducted to determine how different soil characteristics (type, pH, microbial community composition, and particle size) affected the degradation rate of a sprayable polyester–urethane–urea (PEUU) developed as a biodegradable mulch. The laboratory experiments were coupled with long-term, outdoor, soil degradation studies, carried out in Clayton, Victoria, to build a picture of important factors that can control the rate of PEUU degradation. It was found that temperature and acidity were the most important factors, with increasing temperature and decreasing pH leading to faster degradation. Other important factors affecting the rate of degradation were the composition of the soil microbial community, the mass loading of PEUU on soil, and the degree to which the PEUU was in contact with the soil. Full article
(This article belongs to the Section Ecosystem, Environment and Climate Change in Agriculture)
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<p>Representative structure of the PEUU.</p>
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<p>Average monthly temperature and total monthly rainfall over the study’s duration. Error bars are ±1 standard deviation.</p>
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<p>The effect of pH on PEUU degradation. Incubations carried out at 23 °C unless otherwise specified. Lines are shown only to guide the eye and do not represent lines of best fit. Error bars are ± one standard deviation.</p>
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<p>The effect of the soil microbial community on PEUU degradation. Lines are shown only to guide the eye and do not represent lines of best fit. Error bars are ± one standard deviation.</p>
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<p>SEM micrographs of the PEU film formed on each soil type.</p>
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<p>The effect of PEUU film surface shape/profile on degradation. Lines are shown only to guide the eye and do not represent lines of best fit. Error bars are ± one standard deviation.</p>
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<p>Molecular weight of PEUU after outdoor degradation under a number of different degradation scenarios. Letters above columns indicate statistically different means with a significance level set at α ≤ 0.05, as determined by ANOVA.</p>
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16 pages, 7530 KiB  
Article
Microbial Diversity and Biodegradation Mechanism of Microorganisms in the Dingtao M2 Tomb
by Yu Wang, Cen Wang, Lilong Hou, Xinyu Yang, Chenghao Li, Shengkuan Cui, Cuilian Ma, Ling Wang, Lu Zhang, Yuanyuan Liu, Hong Guo and Jiao Pan
Int. J. Mol. Sci. 2024, 25(22), 12270; https://doi.org/10.3390/ijms252212270 - 15 Nov 2024
Viewed by 216
Abstract
The Dingtao M2 tomb, the largest and best-preserved imperial “Huangchangticou” tomb in China, holds great significance for its conservation. Currently, varying degrees of microbial degradation are occurring on the surfaces of the M2 tomb. This study aimed to determine the microbial diversity of [...] Read more.
The Dingtao M2 tomb, the largest and best-preserved imperial “Huangchangticou” tomb in China, holds great significance for its conservation. Currently, varying degrees of microbial degradation are occurring on the surfaces of the M2 tomb. This study aimed to determine the microbial diversity of the M2 tomb and its surrounding environment during July 2021 and August 2022. High-throughput metagenomic sequencing revealed that the dominant fungus on the surface of the tomb chamber was Dacrymyces stillatus (DTT1) in July 2021, which changed to Talaromyces pinophilus (DTT2) in August 2022. Enzymatic activities for cellulose and lignin degradation suggested that DTT1 has high levels of manganese peroxidase, lignin peroxidase, laccase, and cellulase. The wood of the tomb contained higher levels of Fe2+ and Ca2+, and experiments with different concentration gradients of these ions in the culture medium revealed that DTT1 exhibited greater activity of cellulose and lignin degradation in environments with higher concentrations of Fe2+ and Ca2+. DTT2 degraded both cellulose and lignin. Lastly, a laboratory plate inhibition experiment demonstrated that isothiazolinone fungicide had a significant fungicidal effect on these two dominant fungi. This study provides valuable data and a theoretical basis for the preservation of the M2 tomb and other wooden cultural relics. Full article
(This article belongs to the Special Issue Microbial Omics)
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<p>SEM results of the surface of the Dingtao M2 tomb: (<b>A</b>) DTTS1; (<b>B</b>) DTTS2; (<b>C</b>) DTM2.1; and (<b>D</b>) DTM2.4.</p>
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<p>Relative abundance of microorganisms at the genus level on the surface of the Dingtao M2 tomb.</p>
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<p>Database annotation results of each functional annotation: (<b>A</b>) FUNGuild function classification statistic histogram in high-throughput sequencing; (<b>B</b>) relative abundance of KEGG database at level 1 in metagenome sequencing; (<b>C</b>) relative abundance of eggNOG database at level1 in metagenome sequencing; and (<b>D</b>) relative abundance of CAZy database at level1 in metagenome sequencing.</p>
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<p>The growth morphology of dominant fungi on the surface of the M2 tomb: (<b>A</b>) DTT1 cultured at 25 °C light condition for 15 days on the PDA medium; (<b>B</b>) DTT2 cultured at 28 °C light condition for 5 days on the PDA medium; (<b>C</b>) SEM observation of DTT1; and (<b>D</b>) SEM observation of DTT2.</p>
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<p>Determination of cellulose and lignin degradation capacity of DTT2: (<b>A</b>) The growth on CMC medium, incubated at 28 °C for 5 days; (<b>B</b>) the growth on PDA guaiacol medium, incubated at 28 °C for 5 days.</p>
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<p>Effect of Fe<sup>2+</sup> and Ca<sup>2+</sup> on the enzyme and specific enzyme activities of DTT1: (<b>A</b>) Fe<sup>2+</sup> vs. manganese peroxidase; (<b>B</b>) Fe<sup>2+</sup> vs. lignin peroxidase; (<b>C</b>) Fe<sup>2+</sup> vs. laccase; (<b>D</b>) Fe<sup>2+</sup> vs. cellulase; (<b>E</b>) Ca<sup>2+</sup> vs. manganese peroxidase; (<b>F</b>) Ca<sup>2+</sup> vs. lignin peroxidase; (<b>G</b>) Ca<sup>2+</sup> vs. laccase; and (<b>H</b>) Ca<sup>2+</sup> vs. cellulase.</p>
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<p>Inhibition effect of various fungicides on <span class="html-italic">D. stillatus</span> (DTT1): (<b>A</b>) H<sub>2</sub>O; (<b>B</b>) 0.375‰ isothiazolinone; (<b>C</b>) 0.15‰ isothiazolinone; (<b>D</b>) 0.9‰ isothiazolinone; (<b>E</b>) 0.5% quaternary ammonium salt; (<b>F</b>) 3.5% quaternary ammonium salt; (<b>G</b>) 0.35‰ isothiazolinone; and (<b>H</b>) 7‰ isothiazolinone. The plates were incubated at 25 °C for 30 days.</p>
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<p>Inhibition effect of various fungicides on T. pinophilus (DTT2): (<b>A</b>) H<sub>2</sub>O; (<b>B</b>) 0.375‰ isothiazolinone; (<b>C</b>) 0.15‰ isothiazolinone; (<b>D</b>) 0.9‰ isothiazolinone; (<b>E</b>) 0.5% quaternary ammonium salt; (<b>F</b>) 3.5% quaternary ammonium salt; (<b>G</b>) 0.35‰ isothiazolinone; and (<b>H</b>) 7‰ isothiazolinone. The plates were incubated at 28 °C for 10 days.</p>
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<p>Microbial diseases on Dingtao M2 tomb and its surrounding environment: (<b>A</b>) 2021.7 white plaque; (<b>B</b>) 2022.8 yellow-green plaque; and (<b>C</b>) 2022.8 white mottled plaque.</p>
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31 pages, 17042 KiB  
Article
An Effective Alternative to the Open Trench Method for Mitigating Ground-Borne Environmental Body Waves: Corrugated Cardboard Boxes Reinforced with Balsa Wood
by Ayşenur Subaşı, Erkan Çelebi, Muhammet Burhan Navdar, Osman Kırtel and Berna İstegün
Appl. Sci. 2024, 14(22), 10544; https://doi.org/10.3390/app142210544 - 15 Nov 2024
Viewed by 310
Abstract
This research develops and evaluates a recyclable corrugated cardboard vibration isolation box reinforced with balsa wood as an alternative to traditional open trench methods for mitigating ground-borne environmental body waves. This study includes designing and testing scaled prototypes, laboratory analyses, prototype fabrication, and [...] Read more.
This research develops and evaluates a recyclable corrugated cardboard vibration isolation box reinforced with balsa wood as an alternative to traditional open trench methods for mitigating ground-borne environmental body waves. This study includes designing and testing scaled prototypes, laboratory analyses, prototype fabrication, and full-scale field experiments. In soft ground conditions, ensuring slope stability during deep excavations is a key engineering challenge for open trenches. For this purpose, scaled prototypes were subjected to laboratory tests to assess the resistance of the wave barrier’s wall surface. Numerical analyses were also conducted to evaluate the strength of the internal lattice structure under various loads. A prototype was fabricated for on-site experiments simulating real-world conditions. Field experiments evaluated the vibration isolation performance of the proposed barrier. Accelerometer sensors were strategically placed to gather data, analyzing ground surface vibrations for free field motions to assess the vibration shielding efficiency of both the open trench method and the corrugated vibration isolation box, with and without Styrofoam infill. This study concludes that the recyclable corrugated vibration isolation box is a viable alternative, offering comparable or improved vibration isolation efficiency in soft soil conditions while promoting environmental sustainability using recyclable materials. Full article
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<p>Double-wave corrugated cardboard [<a href="#B43-applsci-14-10544" class="html-bibr">43</a>,<a href="#B44-applsci-14-10544" class="html-bibr">44</a>].</p>
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<p>Balsa wood [<a href="#B46-applsci-14-10544" class="html-bibr">46</a>,<a href="#B47-applsci-14-10544" class="html-bibr">47</a>].</p>
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<p>Scaled test models of the vibration box.</p>
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<p>Different grid internal frames: (<b>a</b>) Scaled Model-1, (<b>b</b>) Scaled Model-2, (<b>c</b>) Scaled Model-3, (<b>d</b>) Scaled Model-4.</p>
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<p>Determination of the strength of scaled models by 3-point bending tests.</p>
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<p>The variation of top plate midpoint displacement values according to the number of finite elements.</p>
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<p>Analyzing the model of Scaled Model-4 in SAP2000 software.</p>
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<p>Comparison of numerical results with experimental results.</p>
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<p>Placing the samples in the water tank for curing test.</p>
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<p>Framework system of a module of the BCCB Trench prototype.</p>
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<p>Creating the internal grid system.</p>
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<p>A completed module of the BCCB Trench prototype.</p>
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<p>The completion of the BCCB Trench prototype by assembling the modules.</p>
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<p>Waterproofing of the BCCB Trench prototype.</p>
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<p>The site of the wave barrier vibration performance test.</p>
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<p>Soil profile of the test site.</p>
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<p>The dynamic load source and application method.</p>
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<p>The vibration measurement system.</p>
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<p>The vibration measurements under impact loading in the barrier-free condition.</p>
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<p>The filling material: polystyrene foam (Styrofoam).</p>
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<p>Layout of measuring points from a schematic view of the monitoring field test area with BCCB Trench.</p>
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<p>The process of trench excavation and the placement of the BCCB Trench.</p>
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<p>A general overview of the experimental measurements: (<b>a</b>) No Trench, (<b>b</b>) Empty Trench (<b>c</b>) BCCB Trench, and (<b>d</b>) Styrofoam-filled BCCB Trench.</p>
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<p>Comparative acceleration−time responses of a single impact test for each accelerometer.</p>
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<p>Comparative acceleration−time responses of a single impact test for each accelerometer.</p>
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<p>Comparative of normalized acceleration−time responses for each accelerometer.</p>
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<p>Comparative of normalized acceleration−time responses for each accelerometer.</p>
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<p>Comparison of normalized amplitude reduction ratio (ARR) in three components of instruments for (<b>a</b>) PGA, (<b>b</b>) PGV, and (<b>c</b>) PGD values [<a href="#B53-applsci-14-10544" class="html-bibr">53</a>].</p>
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17 pages, 9244 KiB  
Article
Accuracy of Dynamic Modulus Models of Asphalt Mixtures Containing Reclaimed Asphalt (RA)
by Majda Belhaj, Jan Valentin and Nicola Baldo
Appl. Sci. 2024, 14(22), 10505; https://doi.org/10.3390/app142210505 - 14 Nov 2024
Viewed by 326
Abstract
The dynamic modulus (∣E*∣) is a fundamental mechanical parameter for studying the performance of hot mix asphalt and simulating its viscoelastic behaviour under different loading and thermal conditions. It is a primary tool to replicate road surface behaviour under vehicle [...] Read more.
The dynamic modulus (∣E*∣) is a fundamental mechanical parameter for studying the performance of hot mix asphalt and simulating its viscoelastic behaviour under different loading and thermal conditions. It is a primary tool to replicate road surface behaviour under vehicle traffic loading and temperature variations. Though, laboratory testing to determine this parameter is time-consuming and costly. Several predictive models have been developed to estimate the dynamic modulus, ranging from rheological to empirical regression models. This research was dedicated to studying two predictive models for determining the master curve of the dynamic modulus of hot mix asphalt used in a regular pavement binder course containing different reclaimed asphalt contents (0%, 30%, 40%, and 50%). Laboratory experiments were conducted to assess their accuracy. The results show that Witczak’s sigmoid function provided the best accuracy for the master curves, while the Generalized Huet-Sayegh (2S2P1D) model showed less accurate predictions, particularly at the range of low and high frequencies. Full article
(This article belongs to the Special Issue Rheology of Binders and Asphalt Mixtures)
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<p>Sinusoidal stress (<math display="inline"><semantics> <mrow> <mi>σ</mi> </mrow> </semantics></math>) and strain (<math display="inline"><semantics> <mrow> <mi>ε</mi> </mrow> </semantics></math>) waveform in time (<math display="inline"><semantics> <mrow> <mi>σ</mi> </mrow> </semantics></math> is the stress, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>σ</mi> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> is the amplitude of the stress, <math display="inline"><semantics> <mrow> <mi>ε</mi> </mrow> </semantics></math> is the strain, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>ε</mi> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> is the amplitude of the strain, <math display="inline"><semantics> <mrow> <mi>ω</mi> </mrow> </semantics></math> is the angular frequency of the oscillation, t is the time variable, and <math display="inline"><semantics> <mrow> <mi>ϕ</mi> </mrow> </semantics></math> is the phase angle).</p>
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<p>Graphic representation of the dynamic modulus components including the phase angle Φ.</p>
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<p>Parameterization of the sigmoid function [<a href="#B18-applsci-14-10505" class="html-bibr">18</a>].</p>
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<p>Generalized Huet–Sayegh rheological model (2S2P1D).</p>
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<p>Aggregate gradation of the asphalt mixture (red dots represent ACL aggregate gradation limits according to ČSN 73 6121:2019 [<a href="#B26-applsci-14-10505" class="html-bibr">26</a>].</p>
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<p>Isothermal curves of asphalt mixtures with (<b>a</b>) 0% RA, (<b>b</b>) 30% RA, (<b>c</b>) 40% RA, and (<b>d</b>) 50% RA.</p>
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<p>Master curves of asphalt mixtures with 0% RA, 30% RA, 40% RA, and 50% RA.</p>
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<p>Comparison between the master curves of the experimental data and those of the sigmoid function of the asphalt mixture with 0% RA at <span class="html-italic">T<sub>R</sub></span> = 20 °C.</p>
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<p>Comparison between the master curves of the experimental data and those of the sigmoid function of the asphalt mixture with 30% RA at <span class="html-italic">T<sub>R</sub></span> = 20 °C.</p>
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<p>Comparison between the master curves of experimental data and those of the sigmoid function of the asphalt mixture with 40% RA at <span class="html-italic">T<sub>R</sub></span> = 20 °C.</p>
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<p>Comparison between the master curves of experimental data and those of the sigmoid function of the asphalt mixture with 50% RA at <span class="html-italic">T<sub>R</sub></span> = 20 °C.</p>
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<p>Comparison between measured |E*|_exp and calculated |E*|_Sigmoid model for the asphalt mixture with 0% RA (the red line represents the identity function y = x).</p>
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<p>Comparison between measured |E*|_exp and calculated |E*|_Sigmoid model for the asphalt mixture with 30% RA (the red line represents the identity function y = x).</p>
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<p>Comparison between measured |E*|_exp and calculated |E*|_Sigmoid model for the asphalt mixture with 40% RA (the red line represents the identity function y = x).</p>
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<p>Comparison between measured |E*|_exp and calculated |E*|_Sigmoid model for the asphalt mixture with 50% RA (the red line represents the identity function y = x).</p>
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<p>Graphical representation of Huet–Sayegh model parameters in (<b>a</b>) Cole–Cole diagram and (<b>b</b>) Black diagram [<a href="#B30-applsci-14-10505" class="html-bibr">30</a>].</p>
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<p>Comparison between the master curves of the experimental data and those of the Generalized Huet–Sayegh (2S2P1D) model for asphalt mixture with 0% RA at <span class="html-italic">T<sub>R</sub></span> = 20 °C.</p>
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<p>Comparison between the master curves of the experimental data and those of the Generalized Huet–Sayegh (2S2P1D) model for asphalt mixture with 30% RA at <span class="html-italic">T<sub>R</sub></span> = 20 °C.</p>
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<p>Comparison between the master curves of the experimental data and those of the Generalized Huet–Sayegh (2S2P1D) model for asphalt mixture with 40% RA at <span class="html-italic">T<sub>R</sub></span> = 20 °C.</p>
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<p>Comparison between the master curves of the experimental data and those of the Generalized Huet–Sayegh (2S2P1D) model for asphalt mixture with 50% RA at <span class="html-italic">T<sub>R</sub></span> = 20 °C.</p>
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<p>Comparison between measured |E*|_exp and calculated |E*|_2S2P1D model for the asphalt mixture with 0% RA (the green dotted line represents the trend line of the comparison data, and the red line represents the identity function y = x).</p>
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<p>Comparison between measured |E*|_exp and calculated |E*|_2S2P1D model for the asphalt mixture with 30% RA (the green dotted line represents the trend line of the comparison data, and the red line represents the identity function y = x).</p>
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<p>Comparison between measured |E*|_exp and calculated |E*|_2S2P1D model for the asphalt mixture with 40% RA (the green dotted line represents the trend line of the comparison data, and the red line represents the identity function y = x).</p>
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<p>Comparison between measured |E*|_exp and calculated |E*|_2S2P1D model for the asphalt mixture with 50% RA (the green dotted line represents the trend line of the comparison data, and the red line represents the identity function y = x).</p>
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12 pages, 2036 KiB  
Article
Variations in Physical and Mechanical Properties Between Clear and Knotty Wood of Chinese Fir
by Yingchao Ruan, Zongming He, Shaohui Fan, Zhiyun Chen, Ming Li, Xiangqing Ma and Shuaichao Sun
Forests 2024, 15(11), 2007; https://doi.org/10.3390/f15112007 - 14 Nov 2024
Viewed by 297
Abstract
Significant market value discrepancies exist between clear and knotty Chinese fir (Cunninghamia lanceolata) wood, distinguished not only by their aesthetic variations but also by their distinct material properties. This study aimed to explore the differences in physical and mechanical properties between [...] Read more.
Significant market value discrepancies exist between clear and knotty Chinese fir (Cunninghamia lanceolata) wood, distinguished not only by their aesthetic variations but also by their distinct material properties. This study aimed to explore the differences in physical and mechanical properties between clear and knotty Chinese fir wood. Nine standard trees were chosen from a 26-year-old Chinese fir plantation for the experiment. Subsequent to felling, trunk segments below 7 m in length were transported to the laboratory. For each tree, detailed preparations were made to obtain clear and knotty wood specimens, and these distinct wood specimens were subjected to thorough physical and mechanical assessments. The results revealed significant variations in properties between clear and knotty Chinese fir wood. The shrinkage and swelling coefficients of knotty wood were generally lower than those of clear wood, except for higher radial and tangential air-dry shrinkage. Specifically, the swelling ratio of knotty wood was at least 0.40% lower, and the oven-dry shrinkage was at least 0.58% lower than that of clear wood. Knotty wood exhibited higher air-dry and oven-dry densities, with its density being at least 0.15 g cm−3 higher than that of clear wood. However, its mechanical properties, including tensile strength, compression strength, impact bending strength, bending strength, and modulus of elasticity, were lower than those of clear wood. For instance, the tensile strength parallel to the grain of clear wood was 40.63 MPa higher, the modulus of elasticity was 1595 MPa higher, and the impact bending strength was 27.12 kJ m−2 greater than that of knotty wood. Although the tangential and radial surface hardness of knotty wood increased significantly compared to clear wood, the end hardness remained relatively lower. Overall, knotty Chinese fir wood displayed enhanced physical properties, whereas clear wood showcased superior mechanical properties. Careful selection between clear and knotty wood is recommended based on the specific requirements of wooden structural elements to optimize timber resource utilization. Full article
(This article belongs to the Section Wood Science and Forest Products)
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<p>Location of Shaowu city showing the study site. (<b>A</b>) Standing trees of Chinese fir. (<b>B</b>) Logs of Chinese fir.</p>
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<p>Schematic diagram of the manufacturing process of wood specimens.</p>
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<p>Comparison of physical properties between clear and knotty wood of Chinese fir. (<b>A</b>) Swelling ratio in different directions, (<b>B</b>) shrinkage ratio in different directions, (<b>C</b>) volumetric dry shrinkage coefficient, (<b>D</b>) air-dry and oven-dry density. The presence of different lowercase letters (a or b) among the parameters indicates a significant difference; conversely, identical lowercase letters (a or b) suggest no significant difference.</p>
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<p>Comparison of mechanical properties between clear and knotty wood of Chinese fir. (<b>A</b>) Tensile strength parallel to the grain, (<b>B</b>) impact bending strength, (<b>C</b>) modulus of elasticity in bending, (<b>D</b>) bending strength, (<b>E</b>) ultimate stress in compression parallel to the grain, (<b>F</b>) static hardness in different directions. The presence of different lowercase letters (a or b) among the parameters indicates a significant difference; conversely, identical lowercase letters (a or b) suggest no significant difference.</p>
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18 pages, 1652 KiB  
Article
Closed-Loop Auditory Stimulation (CLAS) During Sleep Augments Language and Discovery Learning
by Vincent P. Clark, Hector P. Valverde, Mason S. Briggs, Teagan Mullins, Jacqueline Ortiz, Christopher J. H. Pirrung, Olivia S. O’Keeffe, Madeline Hwang, Sidney Crowley, Marko Šarlija and Panagiotis Matsangas
Brain Sci. 2024, 14(11), 1138; https://doi.org/10.3390/brainsci14111138 - 13 Nov 2024
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Abstract
Background/Objectives: Slow oscillation (SO) brainwaves observed during sleep have been shown to reflect the process of memory consolidation, that underlies the critical role of sleep in learning, memory, and other cognitive functions. Closed-loop auditory stimulation (CLAS) uses tones presented in phase with SOs [...] Read more.
Background/Objectives: Slow oscillation (SO) brainwaves observed during sleep have been shown to reflect the process of memory consolidation, that underlies the critical role of sleep in learning, memory, and other cognitive functions. Closed-loop auditory stimulation (CLAS) uses tones presented in phase with SOs to increase their amplitude and number, along with other brainwave signatures related to memory consolidation. Prior studies have found that CLAS maximizes the ability to perform rote memorization tasks, although this remains controversial. The present study examined whether CLAS affects a broader range of learning tasks than has been tested previously, including a rote language learning task requiring basic memorization and also two discovery learning tasks requiring insight, hypothesis testing, and integration of experience, all processes that benefit from memory consolidation. Methods: Twenty-eight healthy participants performed language and discovery learning tasks before sleeping in our laboratory for three continuous nights per week over two weeks, with verum or control CLAS using a prototype NeuroGevity system (NeuroGeneces, Inc., Santa Fe, NM, USA) in a crossed, randomized, double-blind manner. Results: Language learning showed a 35% better word recall (p = 0.048), and discovery learning showed a 26% better performance (p < 0.001) after three continuous nights of CLAS vs. control. EEG measures showed increased SO amplitude and entrainment, SO-spindle coupling, and other features that may underlie the learning benefits of CLAS. Conclusions: Taken together, the present results show that CLAS can alter brain dynamics and enhance learning, especially in complex discovery learning tasks that may benefit more from memory consolidation compared with rote word pair or language learning. Full article
(This article belongs to the Section Neurotechnology and Neuroimaging)
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<p>Shows sequence of procedures (<b>A</b>) and balancing of conditions across weeks (<b>B</b>).</p>
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<p>Example images presented to participants in the DARWARS task. The left of the figure contains example target-absent images and the right contains analogous target-present images. The cut-out boxes are used here for display purposes only and were not present in the actual task. The right boxes show target-present images (roadside IEDs, remote-controlled car bombs, and snipers) with the objects magnified.</p>
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<p>Example stimuli from the PRETXT task. The task began with a baseline test block (left column) without feedback, then a training block with feedback (middle column), and then a test block without feedback (right column).</p>
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<p>(<b>A</b>) Mean (±SD) 0.25–4 Hz filtered EEG signal, averaged across subjects, time-locked to the first auditory stimulus (t = 0 s) for the Stim and Control conditions. (<b>B</b>) Mean (±SD) of the 11–16 Hz filtered (spindle band) EEG signal amplitude envelope (based on the Hilbert transformation), averaged across subjects, time-locked to the first auditory stimulus (t = 0 s) for the Stim and Control conditions. For each stimulus, the mean spindle activity value in the 2 s period before the stimulus delivery was subtracted (which is then reflected in the y-axis values).</p>
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Article
The Possibility of Environmentally Sustainable Yield and Quality Management of Spring Wheat (Triticum aestivum L.) of the Cornetto Variety When Using Sapropel Extract
by Pavel Dmitriyev, Alexander Bykov, Ivan Zuban, Ivan Fomin, Saltanat Ismagulova, Kirill Ostrovnoy and Inna Jemaledinova
Sustainability 2024, 16(22), 9870; https://doi.org/10.3390/su16229870 - 12 Nov 2024
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Abstract
Sustainable development is one of the main directions of modern agriculture. First of all, sustainability in the agricultural sector can be achieved through the possible abandonment of traditional mineral fertilizers. Many decades of using these fertilizers have led to the degradation of arable [...] Read more.
Sustainable development is one of the main directions of modern agriculture. First of all, sustainability in the agricultural sector can be achieved through the possible abandonment of traditional mineral fertilizers. Many decades of using these fertilizers have led to the degradation of arable soils and to soil and environmental pollution. As a result, this causes reductions in yields and the environmental quality of agricultural products and affects the health of the population. An alternative to traditional mineral fertilizers may be the use of innovative organomineral fertilizers obtained from local resources. These include manure, humus, compost, sediments, etc. In recent years, fertilizers obtained from the sapropels of the bottom sediments of lakes have become widespread. Their distinctive feature is the environmental friendliness and completeness of the content of chemical elements and substances necessary for the development and growth of plants. In addition, the methods of obtaining and applying these fertilizers allow us to talk about their effectiveness in use. The range of applications of these fertilizers is diverse, from use in the form of a dry extract applied directly to the soil to the use of liquid suspensions used at various stages of processing and from pre-sowing seed treatment to watering and spraying plants at different periods of vegetation. Moreover, an important aspect is the research work on the variational use of sapropel fertilizers on different crops, with different methods of production and concentrations and at different stages of processing. This publication contains the results of a study of the effect of the obtained innovative sapropel fertilizer on productivity, wheat grain quality, and economic efficiency (Triticum aestivum L.). To identify the optimal concentration of sapropel extract, laboratory studies were carried out to determine the germination energy and germination of wheat seeds of different varieties when they were soaked in various concentrations: 0.4, 0.8, 1.2, 1.6, and 2.0 g/L. The best indicators of germination energy and germination of wheat seeds during treatment with the extract were obtained at a concentration of 1.2 g/L. The research was conducted at an accredited variety testing laboratory. A field experiment was conducted in the fields of the agrobiological station of North Kazakhstan University named after Manash Kozybayev. The treatment of the seeds was carried out by soaking them in sapropel extract to evenly distribute the substance. The scheme of the field experiment included the option of using foliar treatment with a solution of sapropel extract at the tillering stage. As a result of the application of the obtained extract in the field, environmental and socio-economic efficiency was noted. The conducted field studies note its positive effect and effectiveness on the morphological, qualitative, and quantitative indicators of the wheat harvest. In the areas where wheat seeds were pretreated, as well as where foliar treatment with the resulting sapropel suspension was carried out, the best yield indicators were revealed. In these variants of the experiment with pre-sowing and pre-sowing and foliar treatment with the sapropel extract solution, the yield was 3.63 and 3.81 tons per hectare, respectively. The introduction of sapropel extract at the stage of seed treatment before sowing, as well as foliar processing of wheat at the tillering stage, will increase the efficiency and profitability of the agricultural industry and obtain a synergistic effect in the form of socio-economic efficiency and environmental safety of production. In our opinion, this will contribute to the development of sustainable agriculture and the production of environmental products. Full article
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<p>Scheme of field experience at the stage of vegetation.</p>
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<p>The polynomial trend of determining the optimal concentration of the effect of sapropel extract “Saprolin” on (<b>a</b>) the germination energy of different wheat varieties; (<b>b</b>) the germination of seeds of different wheat varieties.</p>
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<p>The average yield of wheat, according to the results of the experiment, tons per hectare, with a percentage margin of error.</p>
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