LZKSF: Difference between revisions

Revision as of 14:15, 5 July 2012

Basic Information

Name of Program

LZKSF

Version-Date

7.x / July 2012

Description-Date

July 2012

Catchwords

postprocessor
analysis of numerically calculated results (2D/3D, profile-data as well as data at specific locations)
characteristic numbers of salinity (independent of tides)
characteristic numbers of suspended load (independent of tides)
characteristic numbers of tracer load (independent of tides)
characteristic numbers of temperature (independent of tides)
characteristic numbers of eff. bed shear stress (independent of tides)
static (alternative) bathyemtry
universal direct access format for 2D/3D-data
universal direct access format for profile-data
universal direct access format for data at specific locations

Short Description of Functionality

The program LZKSF is a postprocessor for different numerical models (e.g. TRIM-2D, TRIM-3D, TELEMAC-2D, UNTRIM, UNTRIM2007 etc.). LZKSF automatically computes several characteristic numbers of salinity, suspended load, tracer load, temperature or eff. bed shear stress which are independent of the presence of tides. The data must be given as time-series (in universal direct access data format). They can be defined in a 3D-volume, on a 2D-area, along profiles or at specific locations. Data may be the output from either depth integrated (2D) or depth structured (3D) numerical simulations.

The results of LZKSF analyses may be visualised/displayed with the graphical postprocessors HVIEW2D (for 2D/3D-data), VVIEW2D (vertical sections along profiles) or LQ2PRO (for profile-data).

Within the period of data analysis the following characteristic numbers of salinity (independent of tides) can be (optionally) calculated:

Within the period of data analysis the following characteristic numbers of suspended load (independent of tides) can be (optionally) calculated:

Within the period of data analysis the following characteristic numbers of tracer load (independent of tides) can be (optionally) calculated:

Within the period of data analysis the following characteristic numbers of temperature (independent of tides) can be (optionally) calculated:

Within the period of data analysis the following characteristic numbers of eff. bed shear stress (independent of tides) can be (optionally) calculated:

Input-Files

general input data (filetype lzksf.dat)
time series data which shall be analysed (files of type dirz.bin.r, dirz.bin.i, and dirz.bin)
grid for 2D/3D-data (filetype gitter05.dat/bin or filetype untrim_grid.dat)

or profile-topography for profile-data (filetype profil05.bin)

or system file for specific locations (filetype location_grid.dat)

Output-Files

results of data analyses (files of type dirz.bin.r, dirz.bin.i, and dirz.bin)
informative printer file (filetype lzksf.sdr)
(optional) trace of program execution (filetype lzksf.trc)

Methodology

An arbitrary long/short period of time can be chosen to calculate characteristic numbers of salinity, suspended load, tracer load, temperature or eff. bed shear stress which are independent of tides. For every node of the grid the given time-serie is analysed automatically by means of several analyses modules. An (optional) calculation for the maximum values of the increase or decrease of salinity takes into account an averaging process of the respective salinities for a user-defined time intervall (typically 30 minutes). Drying and wetting of computational nodes is correctly taken into account.

Program(s) to run before this Program

DIDARENAME, DIDASPLIT, ZEITR

Program(s) to run after this Program

ABDF, DIDARENAME, DIDASPLIT, HVIEW2D, LQ2PRO, VTDK, VVIEW2D, XTRDATA

Additional Information

Language

Fortran90

Additional software

-

Original Version

G. Lang

Maintenance

G. Lang, S. Spohr

Documentation/Literature

please refer to $PROGHOME/examples/Lzksf/

back to Program Descriptions

Overview

@@ Line 2: / Line 2: @@
 |name_de=LZKSF
 |name=LZKSF
-|version=6.x / August 2009
+|version=7.x / July 2012
-|version_descr=August 2009
+|version_descr=July 2012
 |catchwords=
 postprocessor<br />
@@ Line 9: / Line 9: @@
 characteristic numbers of salinity (independent of tides)<br />
 characteristic numbers of suspended load (independent of tides)<br />
+characteristic numbers of tracer load (independent of tides)<br />
 characteristic numbers of temperature (independent of tides)<br />
 characteristic numbers of eff. bed shear stress (independent of tides)<br />
@@ Line 16: / Line 17: @@
 universal direct access format for data at specific locations<br />
 |shortdescription=
-The program LZKSF is a postprocessor for different numerical models (e.g. TRIM-2D, TRIM-3D, TELEMAC-2D, UNTRIM, UNTRIM2007 etc.). LZKSF automatically computes several characteristic numbers of salinity, suspended load, temperature or eff. bed shear stress which are independent of the presence of tides. The data must be given as time-series (in universal direct access data format). They can be defined in a 3D-volume, on a 2D-area, along profiles or at specific locations. Data may be the output from either depth integrated (2D) or depth structured (3D) numerical simulations.
+The program LZKSF is a postprocessor for different numerical models (e.g. TRIM-2D, TRIM-3D,
+TELEMAC-2D, UNTRIM, UNTRIM2007 etc.). LZKSF automatically computes several characteristic numbers
+of salinity, suspended load, tracer load, temperature or eff. bed shear stress which are
+independent of the presence of tides. The data must be given as time-series (in universal
+direct access data format). They can be defined in a 3D-volume, on a 2D-area, along profiles or
+at specific locations. Data may be the output from either depth integrated (2D) or
+depth structured (3D) numerical simulations.
-The results of LZKSF analyses may be visualised/displayed with the graphical postprocessors HVIEW2D (for 2D/3D-data), VVIEW2D (vertical sections along profiles) or LQ2PRO (for profile-data).
+The results of LZKSF analyses may be visualised/displayed with the graphical postprocessors
+HVIEW2D (for 2D/3D-data), VVIEW2D (vertical sections along profiles) or LQ2PRO (for profile-data).
 Within the period of data analysis the following [[Characteristic Numbers of Salinity (independent of tides)|characteristic numbers of salinity (independent of tides)]] can be (optionally) calculated:
@@ Line 32: / Line 40: @@
 * [[Characteristic Numbers of Salinity (independent of tides)#Definitions for the tide-independent characteristic numbers of salinity|Duration of High Salinity]]
 * [[Characteristic Numbers of Salinity (independent of tides)#Definitions for the tide-independent characteristic numbers of salinity|Duration of Low Salinity]]
+* [[Characteristic Numbers of Salinity (independent of tides)#Definitions for the tide-independent characteristic numbers of salinity|Advective Salt Transport]]
+* [[Characteristic Numbers of Salinity (independent of tides)#Definitions for the tide-independent characteristic numbers of salinity|Mean Advective Salt Transport]]
+* [[Characteristic Numbers of Salinity (independent of tides)#Definitions for the tide-independent characteristic numbers of salinity|Maximum Advective Salt Transport]]
+* [[Characteristic Numbers of Salinity (independent of tides)#Definitions for the tide-independent characteristic numbers of salinity|Minimum Advective Salt Transport]]
 Within the period of data analysis the following [[Characteristic Numbers of Suspended Sediment Concentration (independent of tides)|characteristic numbers of suspended load (independent of tides)]] can be (optionally) calculated:
@@ Line 45: / Line 57: @@
 * [[Characteristic Numbers of Suspended Sediment Concentration (independent of tides)#Definitions for the tide-independent characteristic numbers of suspended sediment concentration|Duration of High Suspended Load]]
 * [[Characteristic Numbers of Suspended Sediment Concentration (independent of tides)#Definitions for the tide-independent characteristic numbers of suspended sediment concentration|Duration of Low Suspended Load]]
+* [[Characteristic Numbers of Suspended Sediment Concentration (independent of tides)#Definitions for the tide-independent characteristic numbers of suspended sediment concentration|Advective Transport of Suspended Load]]
+* [[Characteristic Numbers of Suspended Sediment Concentration (independent of tides)#Definitions for the tide-independent characteristic numbers of suspended sediment concentration|Mean Advective Suspended Load Transport]]
+* [[Characteristic Numbers of Suspended Sediment Concentration (independent of tides)#Definitions for the tide-independent characteristic numbers of suspended sediment concentration|Maximum Advective Suspended Load Transport]]
+* [[Characteristic Numbers of Suspended Sediment Concentration (independent of tides)#Definitions for the tide-independent characteristic numbers of suspended sediment concentration|Minimum Advective Suspended Load Transport]]
+Within the period of data analysis the following [[Characteristic Numbers of Tracer Load (independent of tides)|characteristic numbers of tracer load (independent of tides)]] can be (optionally) calculated:
+* [[Characteristic Numbers of Tracer Load (independent of tides)#Definitions for the tide-independent characteristic numbers of tracer concentration|Maximum Value of Tracer Load]]
+* [[Characteristic Numbers of Tracer Load (independent of tides)#Definitions for the tide-independent characteristic numbers of tracer concentration|Minimum Value of Tracer Load]]
+* [[Characteristic Numbers of Tracer Load (independent of tides)#Definitions for the tide-independent characteristic numbers of tracer concentration|Mean Value of Tracer Load]]
+* [[Characteristic Numbers of Tracer Load (independent of tides)#Definitions for the tide-independent characteristic numbers of tracer concentration|Maximum Variation of Tracer Load]]
+* [[Characteristic Numbers of Tracer Load (independent of tides)#Definitions for the tide-independent characteristic numbers of tracer concentration|Maximum Increase of Tracer Load]]
+* [[Characteristic Numbers of Tracer Load (independent of tides)#Definitions for the tide-independent characteristic numbers of tracer concentration|Maximum Decrease of Tracer Load]]
+* [[Characteristic Numbers of Tracer Load (independent of tides)#Definitions for the tide-independent characteristic numbers of tracer concentration|Standard Deviation of Tracer Load]]
+* [[Characteristic Numbers of Tracer Load (independent of tides)#Definitions for the tide-independent characteristic numbers of tracer concentration|Variance of Tracer Load]]
+* [[Characteristic Numbers of Tracer Load (independent of tides)#Definitions for the tide-independent characteristic numbers of tracer concentration|Duration of High Tracer Load]]
+* [[Characteristic Numbers of Tracer Load (independent of tides)#Definitions for the tide-independent characteristic numbers of tracer concentration|Duration of Low Tracer Load]]
+* [[Characteristic Numbers of Tracer Load (independent of tides)#Definitions for the tide-independent characteristic numbers of tracer concentration|Advective Tracer Transport]]
+* [[Characteristic Numbers of Tracer Load (independent of tides)#Definitions for the tide-independent characteristic numbers of tracer concentration|Mean Advective Tracer Transport]]
+* [[Characteristic Numbers of Tracer Load (independent of tides)#Definitions for the tide-independent characteristic numbers of tracer concentration|Maximum Advective Tracer Transport]]
+* [[Characteristic Numbers of Tracer Load (independent of tides)#Definitions for the tide-independent characteristic numbers of tracer concentration|Minimum Advective Tracer Transport]]
 Within the period of data analysis the following [[Characteristic Numbers of Temperature (independent of tides)|characteristic numbers of temperature (independent of tides)]] can be (optionally) calculated:
@@ Line 58: / Line 91: @@
 * [[Characteristic Numbers of Temperature (independent of tides)#Definitions for the Tide-Independent Characteristic Numbers of Temperature|Duration of High Temperature]]
 * [[Characteristic Numbers of Temperature (independent of tides)#Definitions for the Tide-Independent Characteristic Numbers of Temperature|Duration of Low Temperature]]
+* [[Characteristic Numbers of Temperature (independent of tides)#Definitions for the Tide-Independent Characteristic Numbers of Temperature|Advective Heat Transport]]
+* [[Characteristic Numbers of Temperature (independent of tides)#Definitions for the Tide-Independent Characteristic Numbers of Temperature|Mean Advective Heat Transport]]
+* [[Characteristic Numbers of Temperature (independent of tides)#Definitions for the Tide-Independent Characteristic Numbers of Temperature|Maximum Advective Heat Transport]]
+* [[Characteristic Numbers of Temperature (independent of tides)#Definitions for the Tide-Independent Characteristic Numbers of Temperature|Minimum Advective Heat Transport]]
 Within the period of data analysis the following [[Characteristic Numbers of Eff. Bed Shear Stress (independent of tides)|characteristic numbers of eff. bed shear stress (independent of tides)]] can be (optionally) calculated:
@@ Line 82: / Line 119: @@
 # (optional) '''trace''' of program execution (filetype lzksf.trc)
 |methodology=
-An arbitrary long/short period of time can be chosen to calculate characteristic numbers of salinity, suspended load, temperature or eff. bed shear stress which are independent of tides. For every node of the grid the given time-serie is analysed automatically by means of several analyses modules. An (optional) calculation for the maximum values of the increase or decrease of salinity takes into account an averaging process of the respective salinities for a user-defined time intervall (typically 30 minutes). Drying and wetting of computational nodes is correctly taken into account.
+An arbitrary long/short period of time can be chosen to calculate characteristic numbers of salinity, suspended load, tracer load, temperature or eff. bed shear stress which are independent of tides. For every node of the grid the given time-serie is analysed automatically by means of several analyses modules. An (optional) calculation for the maximum values of the increase or decrease of salinity takes into account an averaging process of the respective salinities for a user-defined time intervall (typically 30 minutes). Drying and wetting of computational nodes is correctly taken into account.
 |preprocessor=
 [[DIDARENAME]], [[DIDASPLIT]], [[ZEITR]]