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Software MT3D PATH3D V4.6 ATRANS MPNE1D BIOSCREEN-AT PEST KT3D_H2O Applied Contaminant Transport (Textbook) Training |
KT3D_H2O |
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Though kriging is widely used as the preferred method for constructing gridded water level datasets suitable for contouring, residuals arising from using the most common (linear) drift to krige water levels in the vicinity of extraction wells often indicate large local departures from the linear drift, which correlate with areas of drawdown. These are evident in plan view (e.g. Figure 2) and cross-section (e.g. Figure 3). Using linear-log kriging, ground water levels measured in the vicinity of pumping wells are kriged using a regional-linear and point-logarithmic drift, the latter derived from the Thiem equation.
Figure 3. Gridded Water Level data - Section View. Hence, the combined regional-linear and point-logarithmic drift accounts for drawdowns (or mounding, in the case of injection wells) using a logarithmic approximation for the curvature of the potentiometric surface. Since the drift model approximates the principal physical processes that govern ground water flow and govern the auto-correlation of ground water elevation data, this approach produces maps of contoured water levels that more realistically represent physical conditions and that allow for improved interpretation of measured water-level data. Additional benefits include an improved estimate of the background hydraulic gradient and generation of an grid suitable for two-dimensional particle tracking. Main Features
KT3D_H2O allows the user to generate
gridded maps of water level elevations that include the following
elements that have important influence on the shape of the mapped
surface and are
The available drift terms can be applied simultaneously, i.e. a
single gridded surface may contain These gridded surfaces can be used to complete the following types of hydrogeologic analyses maps for single or multiple events:
The combined results of the approximate capture zone analyses can be used to evaluate the robustness of hydraulic capture, and identify areas where capture may be compromised. Capture frequency maps are generated by:
For example, a frequency of 0.5 illustrates that on the basis of the measured water levels, the assumed measurement errors, and the gridding approach employed, a particle would be captured by the remedy about 50 percent of the time. Hence, these maps illustrate the relative frequency with which particles of groundwater are captured under the varying conditions represented by different water level events. It should be noted that the capture frequency maps generated this way are qualitative and are not founded on prior information of the correctness or suitability of the mapping approach.
A full description of the linear-log drift is given in the paper: KT3D_H2O is a freeware application and following is available for download:
Disclaimer These programs are provided FREE of charge. The authors request only that application of the software and production of results using the code is accompanied by a suitable acknowledgment. The software is provided "AS IS", without warranty of any kind, including without limitation the warranties of merchantability, fitness for a particular purpose and non-infringement. The entire risk and responsibility as to the quality and performance of the Software is borne by the user. The author(s) disclaim all other warranties. The following text from the GSLIB KT3D program details the copyright and distribution rights pertaining to the GSLIB programs.
“Copyright (C) 1996, The Board of Trustees of the Leland Stanford Junior
University. All rights reserved. The programs in GSLIB are distributed
in the hope that they will be useful, but WITHOUT ANY WARRANTY. No
author or distributor accepts responsibility to anyone for the
consequences of using them or for whether they serve any particular
purpose or work at all, unless he says so in writing. Everyone is
granted permission to copy, modify and redistribute the programs in
GSLIB, but only under the condition that this notice and the above
Copyright notice remain intact.” |
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Copyright ©2010 S.S. Papadopulos & Associates, Inc.