LZKWF - Revision history

Ak3glang: working group POS

2022-09-06T10:16:27Z

working group POS

← Older revision		Revision as of 10:16, 6 September 2022
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	\|name=LZKWF		\|name=LZKWF
	\|version=4.x / August 2009		\|version=4.x / August 2009
	\|version_descr= ~~August 2009~~		\|version_descr=September 2022
	\|catchwords=		\|catchwords=
	postprocessor<br />		postprocessor<br />
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	\|language=Fortran90		\|language=Fortran90
	\|add_software= -		\|add_software= -
	\|contact_original=~~[mailto:guenther.lang@baw.de~~ G. Lang]		\|contact_original=G. Lang
	\|contact_maintenance=[mailto:~~guenther.lang@baw.de G. Lang], [mailto:susanne~~.~~spohr~~@baw.de ~~S. Spohr~~]		\|contact_maintenance=[mailto:pos.proghome@baw.de Working group POS]
	\|documentation=please refer to $PROGHOME/examples/Lzkwf/		\|documentation=please refer to $PROGHOME/examples/Lzkwf/
	}}		}}

imported>BAWiki 1 at 13:11, 16 June 2010

2010-06-16T13:11:04Z

← Older revision		Revision as of 13:11, 16 June 2010
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	The program LZKWF is a postprocessor for different numerical models (e.g. TRIM-2D, TRIM-3D, TELEMAC-2D, UNTRIM, UNTRIM2007 etc.). LZKWF automatically computes several characteristic numbers of water level which are independent of the presence of tides. The data must be given as time-series (in universal direct access data format). The results of LZKWF analyses may be visualised/displayed with the graphical postprocessors HVIEW2D (for 2D/3D-data) or LQ2PRO (for profile-data).		The program LZKWF is a postprocessor for different numerical models (e.g. TRIM-2D, TRIM-3D, TELEMAC-2D, UNTRIM, UNTRIM2007 etc.). LZKWF automatically computes several characteristic numbers of water level which are independent of the presence of tides. The data must be given as time-series (in universal direct access data format). The results of LZKWF analyses may be visualised/displayed with the graphical postprocessors HVIEW2D (for 2D/3D-data) or LQ2PRO (for profile-data).

	Within the period of data analysis the following characteristic numbers (independent of tides) can be (optionally) calculated:		Within the period of data analysis the following [[Characteristic Numbers of Water Level (independent of tides)\|characteristic numbers (independent of tides)]] can be (optionally) calculated:

	* High Water Level		* [[Characteristic Numbers of Water Level (independent of tides)#Definitions for the tide-independent characteristic numbers of water level\|High Water Level]]
	* Low Water Level		* [[Characteristic Numbers of Water Level (independent of tides)#Definitions for the tide-independent characteristic numbers of water level\|Low Water Level]]
	* Mean Water Level		* [[Characteristic Numbers of Water Level (independent of tides)#Definitions for the tide-independent characteristic numbers of water level\|Mean Water Level]]
	* Water Level Difference		* [[Characteristic Numbers of Water Level (independent of tides)#Definitions for the tide-independent characteristic numbers of water level\|Water Level Difference]]
	* High Water Time		* [[Characteristic Numbers of Water Level (independent of tides)#Definitions for the tide-independent characteristic numbers of water level\|High Water Time]]
	* Low Water Time		* [[Characteristic Numbers of Water Level (independent of tides)#Definitions for the tide-independent characteristic numbers of water level\|Low Water Time]]
	* Duration of Inundation		* [[Characteristic Numbers of Water Level (independent of tides)#Definitions for the tide-independent characteristic numbers of water level\|Duration of Inundation]]
	* Duration of Dry Period		* [[Characteristic Numbers of Water Level (independent of tides)#Definitions for the tide-independent characteristic numbers of water level\|Duration of Dry Period]]
	* Maximum Rise Velocity		* [[Characteristic Numbers of Water Level (independent of tides)#Definitions for the tide-independent characteristic numbers of water level\|Maximum Rise Velocity]]
	* Maximum Fall Velocity		* [[Characteristic Numbers of Water Level (independent of tides)#Definitions for the tide-independent characteristic numbers of water level\|Maximum Fall Velocity]]
	* Standard Deviation of Water Level		* [[Characteristic Numbers of Water Level (independent of tides)#Definitions for the tide-independent characteristic numbers of water level\|Standard Deviation of Water Level]]
	* Variance of Water Level		* [[Characteristic Numbers of Water Level (independent of tides)#Definitions for the tide-independent characteristic numbers of water level\|Variance of Water Level]]
	* Duration of High Water		* [[Characteristic Numbers of Water Level (independent of tides)#Definitions for the tide-independent characteristic numbers of water level\|Duration of High Water]]
	* Duration of Low Water		* [[Characteristic Numbers of Water Level (independent of tides)#Definitions for the tide-independent characteristic numbers of water level\|Duration of Low Water]]
	\|inputfiles=		\|inputfiles=
	# general '''input data''' (filetype [[LZKWF.DAT\|lzkwf.dat]])		# general '''input data''' (filetype [[LZKWF.DAT\|lzkwf.dat]])
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	Namely		Namely

	* maximum depth, and		* [[Characteristic Numbers of Morphodynamics (independent of tides)#Definitions for the Tide-Independent Characteristic Numbers of Morphodynamics\|maximum depth]], and
	* minimum depth.		* [[Characteristic Numbers of Morphodynamics (independent of tides)#Definitions for the Tide-Independent Characteristic Numbers of Morphodynamics\|minimum depth]].

	These quantities must be available for the same period of data analysis.		These quantities must be available for the same period of data analysis.

imported>BAWiki 1 at 10:20, 26 May 2010

2010-05-26T10:20:08Z

← Older revision		Revision as of 10:20, 26 May 2010
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	# general '''input data''' (filetype [[LZKWF.DAT\|lzkwf.dat]])		# general '''input data''' (filetype [[LZKWF.DAT\|lzkwf.dat]])
	# '''time series''' data which shall be analysed (files of type [[DIRZ.BIN.R\|dirz.bin.r]], [[DIRZ.BIN.I\|dirz.bin.i]], and [[DIRZ.BIN\|dirz.bin]])		# '''time series''' data which shall be analysed (files of type [[DIRZ.BIN.R\|dirz.bin.r]], [[DIRZ.BIN.I\|dirz.bin.i]], and [[DIRZ.BIN\|dirz.bin]])
	# grid for 2D/3D-data (filetype [[GITTER05.DAT ~~und~~ GITTER05.BIN\|gitter05.dat/bin]] or filetype [[UNTRIM_GRID.DAT\|untrim_grid.dat]])		# grid for 2D/3D-data (filetype [[GITTER05.DAT and GITTER05.BIN\|gitter05.dat/bin]] or filetype [[UNTRIM_GRID.DAT\|untrim_grid.dat]])
	: '''or''' profile-topography for profile-data (filetype [[PROFIL05.BIN\|profil05.bin]])		: '''or''' profile-topography for profile-data (filetype [[PROFIL05.BIN\|profil05.bin]])
	: '''or''' system file for specific locations (filetype [[LOCATION_GRID.DAT\|location_grid.dat]])		: '''or''' system file for specific locations (filetype [[LOCATION_GRID.DAT\|location_grid.dat]])

imported>BAWiki 1 at 15:07, 20 May 2010

2010-05-20T15:07:45Z

← Older revision		Revision as of 15:07, 20 May 2010
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	Within the period of data analysis the following characteristic numbers (independent of tides) can be (optionally) calculated:		Within the period of data analysis the following characteristic numbers (independent of tides) can be (optionally) calculated:

	* High Water Level		* High Water Level
	* Low Water Level		* Low Water Level
	* Mean Water Level		* Mean Water Level
	* Water Level Difference		* Water Level Difference
	* High Water Time		* High Water Time
	* Low Water Time		* Low Water Time
	* Duration of Inundation		* Duration of Inundation
	* Duration of Dry Period		* Duration of Dry Period
	* Maximum Rise Velocity		* Maximum Rise Velocity
	* Maximum Fall Velocity		* Maximum Fall Velocity
	* Standard Deviation of Water Level		* Standard Deviation of Water Level
	* Variance of Water Level		* Variance of Water Level
	* Duration of High Water		* Duration of High Water
	* Duration of Low Water		* Duration of Low Water
	\|inputfiles=		\|inputfiles=
	# general '''input data''' (filetype [[LZKWF.DAT\|lzkwf.dat]])		# general '''input data''' (filetype [[LZKWF.DAT\|lzkwf.dat]])
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	An arbitrary long/short period of time can be chosen to calculate characteristic numbers of water level 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 velocities for fall and rise of the water surface takes into account an averaging process of the respective velocities for a user-defined time intervall (typically 30 minutes).		An arbitrary long/short period of time can be chosen to calculate characteristic numbers of water level 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 velocities for fall and rise of the water surface takes into account an averaging process of the respective velocities for a user-defined time intervall (typically 30 minutes).

	For visualization of results with alternative bathymetry some additional results of program [[LZKMF]] are required. Namely		For visualization of results with alternative bathymetry some additional results of program [[LZKMF]] are required.<br/ >
			Namely

	* maximum depth, and		* maximum depth, and

imported>BAWiki 1: Created page with '{{ProgramDescription |name_de=LZKWF |name=LZKWF |version=4.x / August 2009 |version_descr= August 2009 |catchwords= postprocessor
analysis of numerically calculated resul…'

2010-05-20T15:06:17Z

Created page with '{{ProgramDescription |name_de=LZKWF |name=LZKWF |version=4.x / August 2009 |version_descr= August 2009 |catchwords= postprocessor analysis of numerically calculated resul…'

New page

{{ProgramDescription
|name_de=LZKWF
|name=LZKWF
|version=4.x / August 2009
|version_descr= August 2009
|catchwords=
postprocessor 
analysis of numerically calculated results (2D/3D and profile-data) 
characteristic numbers of water level (independent of tides) 
static (alternative) bathymetry 
universal direct access format for 2D/3D-data 
universal direct access format for profile-data 
universal direct access format for data at specific locations 
parallel execution for Shared Memory (SGI machines) 
|shortdescription=
The program LZKWF is a postprocessor for different numerical models (e.g. TRIM-2D, TRIM-3D, TELEMAC-2D, UNTRIM, UNTRIM2007 etc.). LZKWF automatically computes several characteristic numbers of water level which are independent of the presence of tides. The data must be given as time-series (in universal direct access data format). The results of LZKWF analyses may be visualised/displayed with the graphical postprocessors HVIEW2D (for 2D/3D-data) or LQ2PRO (for profile-data).

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

* High Water Level
* Low Water Level
* Mean Water Level
* Water Level Difference
* High Water Time
* Low Water Time
* Duration of Inundation
* Duration of Dry Period
* Maximum Rise Velocity
* Maximum Fall Velocity
* Standard Deviation of Water Level
* Variance of Water Level
* Duration of High Water
* Duration of Low Water
|inputfiles=
# general '''input data''' (filetype [[LZKWF.DAT|lzkwf.dat]])
# '''time series''' data which shall be analysed (files of type [[DIRZ.BIN.R|dirz.bin.r]], [[DIRZ.BIN.I|dirz.bin.i]], and [[DIRZ.BIN|dirz.bin]])
# grid for 2D/3D-data (filetype [[GITTER05.DAT und GITTER05.BIN|gitter05.dat/bin]] or filetype [[UNTRIM_GRID.DAT|untrim_grid.dat]])
: '''or''' profile-topography for profile-data (filetype [[PROFIL05.BIN|profil05.bin]])
: '''or''' system file for specific locations (filetype [[LOCATION_GRID.DAT|location_grid.dat]])
|outputfiles=
# '''results of data analyses''' (files of type [[DIRZ.BIN.R|dirz.bin.r]], [[DIRZ.BIN.I|dirz.bin.i]], and [[DIRZ.BIN|dirz.bin]])
# informative '''printer''' file (filetype lzkwf.sdr)
# (optional) '''trace''' of program execution (filetype lzkwf.trc)
|methodology=
An arbitrary long/short period of time can be chosen to calculate characteristic numbers of water level 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 velocities for fall and rise of the water surface takes into account an averaging process of the respective velocities for a user-defined time intervall (typically 30 minutes).

For visualization of results with alternative bathymetry some additional results of program [[LZKMF]] are required. Namely

* maximum depth, and
* minimum depth.

These quantities must be available for the same period of data analysis.
|preprocessor=
[[DIDARENAME]], [[DIDASPLIT]], [[ZEITR]]
|postprocessor=
[[ABDF]], [[DIDARENAME]], [[DIDASPLIT]], [[HVIEW2D]], [[LQ2PRO]], [[VTDK]], [[VVIEW2D]], [[XTRDATA]]
|language=Fortran90
|add_software= -
|contact_original=[mailto:guenther.lang@baw.de G. Lang]
|contact_maintenance=[mailto:guenther.lang@baw.de G. Lang], [mailto:susanne.spohr@baw.de S. Spohr]
|documentation=please refer to $PROGHOME/examples/Lzkwf/
}}

LZKWF - Revision history

Ak3glang: working group POS

imported>BAWiki 1 at 13:11, 16 June 2010

imported>BAWiki 1 at 10:20, 26 May 2010

imported>BAWiki 1 at 15:07, 20 May 2010

imported>BAWiki 1: Created page with '{{ProgramDescription |name_de=LZKWF |name=LZKWF |version=4.x / August 2009 |version_descr= August 2009 |catchwords= postprocessor analysis of numerically calculated resul…'

imported>BAWiki 1: Created page with '{{ProgramDescription |name_de=LZKWF |name=LZKWF |version=4.x / August 2009 |version_descr= August 2009 |catchwords= postprocessor
analysis of numerically calculated resul…'