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6 results for “Hydraulic parameters”

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zenodo44/100

The role of the intraspecific variability of hydraulic traits for modelling the plant water use in different European forest ecosystems: scripts, model output, and parameter files

<p>This repository contains the model outputs and R scripts used to process the data to analyze the impact of the plant hydraulic parameterization of the manuscript: &quot;The role of the intraspecific variability of hydraulic traits for modelling the plant water use in different European forest ecosystems&quot;. The following is a detailed description of the content of this repository:</p> <p>model_output.zip: This compressed file contains the results of all the individual numerical experiments per experimental site as produced by the Comunity Land Model version 5. The files are stored in NETCDF format per year. The folder is arranged with subfolders containing the individual results from each experimental site as follows:</p> <ul> <li>rc: model output with the results of the resistant configuration of experiment 1 (RC)</li> <li>vc: model output with the results of the vulnerable&nbsp;configuration of experiment 1 (VC)</li> <li>k_dc:&nbsp;model output with the results of the default configuration used for experiments 1 and 2 (DC or DC<em>k</em><sub>max</sub>)</li> <li>k_rc:&nbsp;model output with the results of the low&nbsp;plant hydraulic conductance (L<em>k</em><sub>max</sub>) for experiment 2</li> <li>k_irc:&nbsp;model output with the results of the intermediate low plant hydraulic conductance (IL<em>k</em><sub>max</sub>) for experiment 2</li> <li>k_vc:&nbsp;model output with the results of the high&nbsp;plant hydraulic conductance (H<em>k</em><sub>max</sub>) for experiment 2</li> <li>k_ivc:&nbsp;model output with the results of the intermediate high&nbsp;plant hydraulic conductance (IH<em>k</em><sub>max</sub>) for experiment 2</li> <li>k_iirc:&nbsp;model output with the results of the additional intermediate low&nbsp;plant hydraulic conductance (IIL<em>k</em><sub>max</sub>) for experiment 2</li> <li>ko_dc:&nbsp;model output with the results of the best <em>k</em><sub>max</sub>&nbsp;and the default configuration of the PVC used in&nbsp;experiment 3</li> <li>ko_rc:&nbsp;model output with the results of the best <em>k</em><sub>max</sub>&nbsp;and the resistant configuration of the PVC used in&nbsp;experiment 3</li> <li>ko_vc:&nbsp;model output with the results of the best <em>k</em><sub>max</sub>&nbsp;and the vulnerable&nbsp;configuration of the PVC used in&nbsp;experiment 3</li> </ul> <p>The scripts were written for use in RStudio, and each contains a&nbsp;detailed description of the data requirements and outputs. Each script was developed to read directly the netcdf files of the model output and the csv files containing the transpiration estimates calculated from the SAPFLUXNET per experimental site (script 1).</p>

opencc-by-4.0Nov 2022View details →
zenodo40/100

Source parameter of hydraulic-fracturing-induced earthquakes in the Kiskatinaw area, northeast British Columbia

<p>Source parameter of 2475 hydraulic-fracturing-induced earthquakes (1927 events using P-wave estimates and 1882 events using S-wave estimates) in the Kiskatinaw area, northeast British Columbia between 1 July 2017 to 31 July 2020. The Study area covers parts of the Montney Formation, a major shale gas play within the Western Canada Sedimentary Basin. Source parameters&nbsp;include seismic moment, moment magnitude, spectral corner frequency, and static stress drop values using three different approaches (single spectrum fitting, a clustered event approach, and spectral-ratio method). Detailed information about the methods are stated in the corresponding publication:</p> <p>Roth, M. P., K. B. Kemna, R. M. Harrington, and Y. Liu (2022).&nbsp;Source properties of hydraulic-fracturing-induced earthquakes in the Kiskatinaw area, British Columbia, Canada. Journal of Geophysical Research: Solid Earth.&nbsp;<a href="https://doi.org/10.1029/2021JB022750">https://doi.org/10.1029/2021JB022750</a></p>

opencc-by-4.0Jan 2022View details →
dryad40/100

Physics-informed neural networks (PINNs) with unsaturated water flow models for inverse analysis of soil hydraulic parameters of layered soil profiles

<p>Information about the spatial distribution of soil hydraulic parameters is necessary for the accurate prediction of soil water flow and coupled movement of chemicals and heat at the field scale using a process-based model. Physics-informed neural networks (PINNs), which can provide physical constraints in deep learning to obtain a mesh-free solution, can be used to inversely estimate the soil hydraulic parameters from less and noisy training data. Previous studies using PINNs have successfully estimated soil hydraulic parameters for homogeneous soil but estimating such parameters of layered soil profiles where the interface depth and the parameters are unknown still has some difficulties. The objective of this study was to develop PINNs to inversely estimate the distribution of soil hydraulic parameters, such as saturated hydraulic conductivity and <em>α</em> and <em>n</em>, of the Mualem-van Genuchten model directly within layered soil profiles by predicting changes in pressure head from training data based on simulation results at given depths during infiltration. The impact of factors affecting PINNs performance, such as the weights assigned to each component of the loss function, the time range used in error computations, and the number of samples used to assess physical constraint was investigated. By assigning a larger weight to the physical constraint and excluding the earlier stage of infiltration in the loss function, the changes in pressure head and the three soil hydraulic parameter distributions within the layered soil profiles were successfully estimated. The developed PINNs can be further applied to more complex soils and can be improved.</p>

opencc-zeroMay 2024View details →
zenodo40/100

Summary Table of AHG Parameters, Hydraulics, Morphological and geophysical variables, and Suspending Sediment Concentration Derived at 1246 USGS River Monitoring Stations

<p>This&nbsp;table contains information about:</p> <p>1) At-A-Station Hydraulic Geometry Parameters,</p> <p>2) Hydraulics Variables,</p> <p>3) Morphological and Geophysical Variables, and</p> <p>4) Suspending Sediment Concentration and Fraction of Sand, Silt, and Clay,</p> <p>derived at 1246 USGS river monitoring stations across the conterminous United States.&nbsp;&nbsp;</p>

opencc-by-4.0Jul 2019View details →
dryad40/100

Physics-informed neural networks (PINNs) with unsaturated water flow models for inverse analysis of soil hydraulic parameters of layered soil profiles

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publicMay 2024View details →
dryad36/100

Data from: Leaf hydraulic parameters are more plastic in species that experience a wider range of leaf water potentials

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publicJan 2019View details →

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