c38b8d0ac8
git-svn-id: https://epanet.svn.sourceforge.net/svnroot/epanet/BASE/trunk@95 c320cabd-cc23-0410-96d8-e60fbf53ed7f
58 lines
3.6 KiB
Plaintext
Executable File
58 lines
3.6 KiB
Plaintext
Executable File
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Build 2.00.12 (2/25/08)
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-----------------------
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Computational Engine Changes (epanet2.dll and epanet2d.exe):
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===============================================================================
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CODE MODULES CHANGES
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===============================================================================
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EPANET.C Temporary files are now written to the users's current working
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INPUT1.C directory or to the designated Temporary Directory when running
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VARS.H the Windows GUI, thus avoiding file access problems for users
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FUNCS.H who do not have administrative privileges on their machine.
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-------------------------------------------------------------------------------
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EPANET.C The following tank parameters were made available for retrieval
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TOOLKIT.H using the Toolkit's ENgetnodevalue function: tank diameter,
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EPANET2.H minimum volume, index of the tank's volume curve, the initial,
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minimum, and maximum water levels, the fraction of a 2-compart-
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ment tank devoted to the mixing zone, and the tank's bulk
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reaction rate coefficient. These same parameters (with the
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exception of the volume curve) were made modifiable using the
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ENsetnodevalue function, as was the choice of mixing model.
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See the Toolkit Help file for details.
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-------------------------------------------------------------------------------
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EPANET.C A new Toolkit function, ENaddpattern, was added that allows
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TOOLKIT.C programmers to add a new time pattern to the network in any
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EPANET2.H custom code that they write.
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-------------------------------------------------------------------------------
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HYDRAUL.C A DAMPLIMIT parameter was added to control at what point during
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INPUT1.C the hydraulic solution iterations status checks on PRVs and PSVs
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INPUT3.C begin and subsequent flow changes are dampened.
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REPORT.C
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VARS.H
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TEXT.H
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-------------------------------------------------------------------------------
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HYDRAUL.C Demands for tanks (net inflows/outflows) were not always being
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set to zero when the tank was full or empty which was causing
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problems in the water quality routing solutions.
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-------------------------------------------------------------------------------
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QUALITY.C The water quality functions for all of the tank mixing models
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were modified so as to produce more robust results for cases
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where there is a significant amount of volume exchange over a
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water quality time step.
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-------------------------------------------------------------------------------
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EPANET.C A problem with the system not recognizing that water quality
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QUALITY.C reactions could begin after some initial period of time when
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VARS.H the Toolkit was used to modify reaction rate coefficients was
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fixed.
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-------------------------------------------------------------------------------
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INPFILE.C A problem with extraneous lines being written to the [REPORT]
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section of an EPANET input file created with the ENsaveinpfile
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function was fixed. Also the number of decimal places for some
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items written to the saved file, such as nodal demands, was
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increased.
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-------------------------------------------------------------------------------
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TYPES.H The code version was changed to 20012 and INT4 was explicitly
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defined as an "int" data type.
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===============================================================================
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