GGU Transient v4.10(瞬态地下流动水计算)
GGU Transient v4.10(瞬态地下流动水计算)
程序语言:英文
软件信息:国外软件 / 商业软件 / 地理信息
运行环境:/Win2000/NT/WinXP
软件大小:12.8 MB
下载级别:注册会员
更新时间:2008-03-29
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GGU Transient v4.10(瞬态地下流动水计算)
地质勘察应用软件,用来瞬态计算地下流动水活动情况。
Calculation of non-steady-state groundwater flow.
Calculation of non-steady-state groundwater flow.
Program Capabilities:
Consideration of seepage lines and the unsaturated zone
Graphically oriented data input and change of time-dependent
boundary conditions using polygons for potentials and flux
Graphically oriented data input and change fixed boundary conditions
using polygons for potentials and flux (single, line and area flux)
Color supported presentation of potentials in cross-section
Presentation of potentials as progress line for selected system
nodes
Time oriented presentation of velocities, flux, flow lines or
potentials as normal, colored or 3-dimensional Iso-lines
Animated screen presentation of potentials over time
MiniCAD-System for additional labelling and illustation
For a transient calculation of groundwater flow, a stable initial
condition is required. This initial condition is found by the
program GGU-TRANSIENT from a file (e.g. PLGW.DA1) which is created
from a previous analysis undertaken with the program
GGU-SS FLOW 2D
. This data must be loaded as the first action after starting the
program. In addition to the analysis results, the data file also
contains the relevant soil and input parameters for the analysis.
These fundamental parameters (e.g. k, neff etc.) cannot be modified
in the GGU-TRANSIENT program. If they are altered, then the soil
parameters will no longer match the potentials and flows, and the
transient calculations will be meaningless.
Of course, for all groundwater flow problems (planar vertical,
planar horizontal and axisymmetric), it is necessary to input
parameters which are appropriate for a transient flow calculation.
In addition to soil parameters, time-dependent boundary conditions
can be defined for the transient program. Time dependent boundary
conditions (potential or flow) are entered as polynomial functions.
These polynomial functions can be defined at single or multiple
system nodes. These (transient) soil parameters and polynomials can
be saved in a separate boundary data file, to be available for a
subsequent calculation.
Boundary conditions that were defined in the course of the GGU-SS
FLOW 2D calculation, are automatically saved in the input data file
(e.g. PLGW.DA1). These are assumed to be constant for the duration
of the calculation in GGU-TRANSIENT, unless they are specifically
cancelled in the program GGU-TRANSIENT. The program GGU-TRANSIENT
allows one to view the initial static conditions (e.g. PLGW.DA1) on
the screen to enable confirmation that the correct system is being
solved.
The GGU-TRANSIENT program is not able to display the transient
results. The output program GGU-PLGW is available for this purpose.
System requirements
GGU-Software runs on PCs with the following specifications:
• Pentium I or higher processor
• minimum 32MB memory
• Microsoft Windows 2000, XP, Vista
• 10MB free hard disk space
• CD-ROM drive (for installation)
• VGA or higher resolution monitor
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