Program Updates - Version 6.1
Following is a list of
program changes and enhancements relative to Version 5.4 (December, 1998), as
described in the User's Manual (Walker,
1999):
-
The program has
been translated from MSDOS Fortran to a Microsoft Windows application and
recoded in Visual Basic 6.0. It is been tested on the Windows 2000 &
XP operating systems running Excel 2000 or 2002.
It may not run on computers with other Windows and/or
Excel versions.
-
Microsoft Excel is used to generate
output tables & graphs. Excel must be installed in the user's
computer in order to run Version 6.x.
-
The user
interface (menu structure, input screens, output
formats, help system ) has been changed to take advantage of Windows
features.
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Program output can be directed to an Excel
workbook, a text window, or Notepad (a text editor normally supplied with the
Windows operating system).
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The input file
format has been changed
from binary to ASCII. Version 6.x input files have a 'BTB' extension
(e.g., KEYSTONE.BTB). The 'Case
Translate'
procedure converts Version 5.x input files ('BIN' extension)
into Version 6.x input files.
-
In Version 6.x,
internal
loads are attached directly to segments and
edited along with other
segment properties. In Version 5.x,
internal nutrient loads were specified using a tributary with a Type Code =
5. The tributary coding system has been adjusted to reflect this change. These
changes are automatically applied when a Version 5.x input file is translated
to Version 6.x.
-
-
If a tributary is specified as a
non-point input (Type Code = 2), flows
& concentrations are always estimated based upon user-specified export coefficients and drainage
areas in each land use. Direct
inputs
of flow or concentration are ignored. Therefore, drainage areas in each
land use must be specified (Edit
Tributaries), along with corresponding export coefficients (
Edit Export Coefficients) for
tributaries classified as non-point inputs. In Version 5.x, export
coefficients were used in Type=2 tributaries only if land use areas were
specified (otherwise, direct input flows & concentrations were
used). Inputs filestranslated
from Version 5.x are
adjusted to account for this change (The type code is changed from 2 to 1 if
flows are directly specified but drainage areas are not specified for a given
tributary).
-
-
-
A new procedure ( Run Load
Response ) evaluates the response of water quality in
any segment to changes in phosphorus loads from any
tributary.
-
-
The numbering schemes previously used
to identify segments, tributaries, type codes, & transport channels are
now more or less transparent to the user. These inputs are now specified
by name, rather than number, on edit
screens.
- Error analyses and ranking are
performed for all
output
variables (vs. a subset in Version
5.x).
-
-
-
-
The Help
file has been translated to HTML-help format with a table
of contents and hyperlinks to related topics.
-
-
Aside from items discussed above, the
model structure and equations are identical to those contained in Version 5.x,
as documented and discussed in the User's Manual (
Walker, 1999
).