Showing 81 - 100 results of 4,561 for search '(( using ((point decrease) OR (nn decrease)) ) OR ( a ((large decrease) OR (larger decrease)) ))', query time: 0.62s Refine Results
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    MarBTN-specific eDNA detection in each clam that was followed for MarBTN in hemolymph and eDNA. by Rachael M. Giersch (22331947)

    Published 2025
    “…<p>As in the examples shown in <a href="http://www.plospathogens.org/article/info:doi/10.1371/journal.ppat.1013537#ppat.1013537.g004" target="_blank">Fig 4A</a>–<a href="http://www.plospathogens.org/article/info:doi/10.1371/journal.ppat.1013537#ppat.1013537.g004" target="_blank">D</a>, eDNA was extracted from tank water collected throughout the study, and MarBTN-specific eDNA was detected using qPCR. Dual axis plots compare the amount of MarBTN cells in the hemolymph (lines, left axis) with quantity of MarBTN-specific eDNA per ml in the tank at the time of collection (black points, right axis). …”
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    Units of non-point source agricultural pollution. by Cangyu Li (10312677)

    Published 2025
    “…Specifically, the southern part of the study area had the highest pollutant loads, followed, respectively, by the eastern, northern, and western parts; (3) the decoupling relationship between ANPSP emissions and agricultural output values showed fluctuating changes, dominated by weak and strong decoupling status, with gradual improvement. (4) Henan Province was divided into three primary non-point source pollution control zones using cluster analysis, namely high, moderate, and low-risk zones. …”
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    Schematic diagram of monitoring points and units. by Jie Zhao (49409)

    Published 2025
    “…Using the three-dimensional finite difference software FLAC<sup>3D</sup> (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”
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    Model monitoring points and units coordinates. by Jie Zhao (49409)

    Published 2025
    “…Using the three-dimensional finite difference software FLAC<sup>3D</sup> (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”