Contents
The following items discuss the
changes found in this version of Eagle Point software. Please
note that the following sections are organized alphabetically, by
module, starting with System level descriptions of VIP
Enhancements, General Enhancements and then bug fixes.
The following features have been
added to Eagle Point software:
- RoadCalc –
Manage Surfaces. You now have the ability to
designate an original ground material as a 'Waste
Material'. By marking a material as waste, you are
signifying that this material cannot be reused as fill
material. RoadCalc will exclude this material from the
mass volumes calculations, thereby affecting the Mass
Ordinate and available fill. A material marked as Waste
will still have values displayed in the raw (uncompacted/unadjusted)
Fill Area and Fill Volume columns.
- RoadCalc –
Volume Reports. The Print Volumes dialog box has
a new option to produce a Summary Volume report. This
report is a brief synopsis of the Design Earthwork totals
and includes the following information within the report:
Raw Cut Volume Totals for each surface, Raw Fill Volume
Total, Material Compaction Factors, Adjusted Cut and Fill
Volumes, whether the material is included in Mass
calculations, and the Mass Ordinate.
This report is given for the station range that is
defined in the main Volume Reports dialog box.
- System – Alignment
Database. The alignment database is now being stored in
an Access (.mdb) database. There is one database file (Align001.mdb)
per project. Moving to this file format provides a higher
level of multi-user security and stability. When a
project is opened, you are asked to convert the alignment
database into this new format. Choosing not to convert
the database will prevent you from opening the project.
Once the database is converted, you are not allowed to
view the new or changed alignments in previous versions
of Eagle Point (2.3.1 or less). Every machine that
accesses the project data MUST be at the 2.4.0 revision
level in order for all users to access the new database.
Additionally, the Compact Alignment Database command has
been added to the Eagle Point System menu. In order to
successfully compact the alignment database, you must be
the only user accessing the project data.
- System – Terminal Server
Installation. Eagle Point now supports being installed on
a Terminal Server if you are running the network licensed
version (IP/IPX). The Local License (Node) version will
not function if Terminal Server is operating. In
addition, please be aware of your CAD package's license
agreement for its support for Terminal Server.
- COGO – Clean Nodes.
MicroStation users only. This command now works properly
when cleaning Nodes on complex chains and shapes. ‘Intelligent
objects’ such as lines or arcs with annotation,
alignments, or spiral segments are treated properly based
on the Clean Node Options. Setting the 'Clean Intelligent
Objects' option will remove any ‘intelligence data'
or dynamic associations made with the object.
- Sewers – General.
Calculation results are now being saved so you do not
have to re-run calculations to look at the Summary
Report, Detailed Report, Comments, Plan and Profiles,
System Curve or Custom Reports. If you have edited the
network since last looking at the output items, you will
be asked if you want to re-run calculations before
viewing the output.
- Sewers – Design Settings.
You can now specify minimum slopes for each pipe size
used in design. The default values for the minimum slope
are based on the values from "Recommended Standards
for Wastewater Facilities" (1997)
by the Great Lakes-Upper Mississippi River Board of State
and Provincial Public Health and Environmental Managers.
- Sewers - Global Edit. The
Global Edit command will now allow you to globally edit
the pipe lengths. This applies whether or not the pipes
are curved. When the length is globally changed, the most
downstream junction of the pipes selected will be held in
place and the upstream junctions will be adjusted based
on the length entered. Previously, this option only
changed the lengths of pipes that were toggled as curved
pipes.
- Sewers - Plan and Profile
Sheets. A toggle has been added to the New Reach portion
of the Plan and Profile Sheets dialog box so that you can
choose whether the hydraulic profile is updated every
time the profile drawing is viewed. The toggle was added
to allow users to not have the profile drawing updated in
the event manual editing has been done. The default
setting is for the toggle to be on so that updating
always occurs.
- System – External Node
Database. When converting DBF format external Node
databases in Windows 2000 and Window XP, some projects
may have had duplicate Node entries created in the
external Node database file. This problem has been
resolved.
- System – Dual Video Card
setup. When using Windows 98/2000 or better, Eagle Point
now remembers where you left the module’s palette
and brings it back to the correct location if it was left
on the non-master screen.
- System – Eagle Point
Graphics Engine – MTEXT. Drawings that have
multiline text using any of the ic-*.shx fonts now
display with the proper spacing.
- Advanced Irrigation - Locate
Mainline. Changing the CAD settings within this command
now overrides the linestyle, width and color specified in
the pipe database. The pipe database settings can still
be used if you do not change the values in the CAD
Settings dialog box.
- Advanced Irrigation - Locate
Wire. The wire object is now tagged with a QTO Item ID,
which allows this item to be included as a quantity in a
Bill of Materials report.
- Advanced Irrigation –
Modify Head. Text changes to the label are now being
saved. Previously, attempts to modify the text were not
successful because the text was always being read from
the database.
- Base Plan – Label
Contours. Trailing zeros after the decimal point are no
longer annotated.
- COGO – Clean Nodes
– Running the Clean Nodes command more than once
over the same group of Nodes no longer removes additional
geometry.
- COGO – Command Line.
When selecting the History button with the History dialog
box already opened, it will bring the already open dialog
box to the foreground instead of opening another dialog
box.
- Data Collection –
Reduction. When using the Set Collection routine in
Sokkia, the reduction process now reads ahead into the
file to determine the correct backsight for the sets of
angles recorded.
- Drafting – Annotate Lots.
The correct lots are annotated if a sort had been
performed on a column header other than the name.
- Drafting – Create Node
Table. MicroStation users only. You may now place Node
Tables using custom annotation styles with Nodes brought
in through Data Collection.
- Drafting – Annotation
Styles. You may now set the color for Annotate
Coordinates using a number to describe a specific color.
- Profiles – Modify
Structure. Graphics Engine with Windows 98 users only.
Modifying multiple structures in succession now updates
the buttons properly on the Modify Structure dialog box.
- RoadCalc – Utilities.
When displaying Sewer sub-project utilities in a cross-section
view or sheet, the utilities will now be drawn.
Previously, an incorrect linestyle and/or textstyle
caused the utilities to not be drawn and in the process
of generating cross-section sheets, the routine would
stop creating sheets at the first station the utility
should have appeared at.
- RoadCalc – Generate
Profiles Reports. When generating a report of multiple
profiles, the report now displays the profile name and
respective column headings for each profile selected.
- RoadCalc – Construct
Typical Section. AutoCAD/Graphics Engine users only. You
may now successfully erase and undo the erase when
placing PT Codes on typical sections.
- RoadCalc – Cross Section
Sheets. All cross-section sheets will display in the
Cross-section dialog box even if the cross-section
geometry for one or more sections is unable to fit on a
sheet.
- RoadCalc – Cross Section
Sheets (MicroStation). The full ratio of the slope will
always display when using the H/V method. Previously the
':1' was missing when the slope precision was set to 0.
- RoadCalc – Plan and
Profile sheets. A line now separates the Original and
Design elevations if they do not align with a grid line.
Previously, when using 'Paper Units', this line was not
being drawn.
- RoadCalc – Plan and
Profile sheets. Textstyles with obliquing angles are now
properly used.
- RoadCalc – Sub-project
Prototypes. Cross-section surface CAD settings are now
read for additional original ground surfaces.
- RoadCalc – Volumes. When
numerous volume adjustments are added (400+), all cross-sections
will be accounted for in the Volumes report.
Additionally, adjustments added at non cross-section
stations are taken into account.
- Sewers - Edit Pipes. The Edit
Pipe dialog box now correctly reports the pipe slope and
length when curved pipes are being used.
- Sewers – Edit Pipes/Junctions.
When adding and editing pipes, you may now place up to 40
characters for the pipe description.
- Sewers - Modify Network. The
'Curved Pipe' toggle on the Modify Pipe dialog box has
been fixed so that junctions are not inadvertently moved.
- Sewers – Plan and
Profile Sheets. The hydraulic profile and the plan and
profile sheets are now displaying the correct pipe slope
and length when using curved pipes.
- Sewers – Plan and
Profile sheets. Reference alignments are now being used
correctly when you have a reach where two pipes form a
'V' where they drain to the middle. Previously, you
received message that you must select a downstream pipe.
- Sewers – Plan and
Profile sheets. The existing and proposed elevation
labels will now be annotated when using a reference
alignment.
- Sanitary Sewers – Edit
Forcemains. Error checking is now in place to make sure
the first pipe is not set to be a forcemain. Sanitary
Sewers requires a downstream gravity line from a
forcemain.
- Sanitary Sewers – Output
System Curves. The System Curve now plots pump curves
when selecting multiple pumps. Each pump curve is plotted
with its operating points identified. The legend also
identifies each pump plotted.
- Sanitary Sewers – Output
System Curves. The operating point on the system curve is
now annotated. Multiple operating points will be
annotated if you have multiple pumps. Additionally, the
graph is now sized so that the system curve no longer can
be plotted outside the graph.
- Storm Sewers - Hydrograph
flows from Watershed Modeling are now being used as
overland flows rather than as known flows. All inlet
interception and bypassing is being taken into account
now when using hydrographs as input.
- Site Design – Balance
Volumes. In certain situations, projection lines for the
balanced surface model were projecting inside rather than
outside the final surface model’s boundary. This
behavior may have been exhibited with final models that
had very sharp acute angles. This problem has been
resolved.
- Site Design – Calculate
Prismoidal Volumes. Calculation speeds for very large
sites (one TIN greater than 17,000 triangles) have been
greatly improved. Changes were also made to the
calculation algorithm to improve the accuracy of the
results when comparing large final models to large
original surface models.
- Site Design – Project
Slopes to Catchline. When a 3-D polyline or complex chain
is projected to a 3-D polyline or complex chain
representing the proposed catchline, the resultant
catchline and slope lines now match the elevation of the
original.
- Site Planning – Building
Footprint. This command’s justification setting is
now more intuitive by basing it on the first line drawn
in the footprint. The building wall width will either be
drawn to the left side, right side, or evenly split down
the center of the building footprint line. The Inside and
Outside options have been replaced with Left and Right.
- Surface Modeling - Make User-Defined
Contours. When selecting a surface model from another
project using the All Surface Models button, generating
user-defined contours may have generated a program error
when the project's current model elevation range did not
include the user-defined elevation. This problem has been
resolved by checking the selected model's minimum and
maximum elevations, not the current model.
- Survey Adjustment –
Using COGO batch files. When opening COGO batch files
within Survey Adjustment, the initial backsight
information was not being read directly from the file.
This information was considered missing and a default
direction of N90.0000E was being used as a result. The
initial backsight information is now determined from the
file if a backsight method was used to create the file.
This corrects the display and report of the initial
backsight direction, as well as the first angle in the
traverse based on this backsight direction/point.
The following items discuss the
changes found in this version of Eagle Point Software. Please
note that the following sections are organized alphabetically, by
module, starting with System level descriptions of VIP
Enhancements, General Enhancements and then bug fixes.
- System - Open. AutoCAD will
now open without an Exception message when you have Eagle
Point contour annotation. This message occurred in the
AutoCAD 14/2000 series only.
- Drafting - Curve Table. The
columns are now correct when you have customized your own
style to show fewer items then the default style.
- Drafting - Place Text. The
text alignment and justification are now correct whether
the leader is to the right or left. Additionally, text
placed along a curve now has the letters properly rotated.
- Drafting - Coordinate Grid.
The Easting coordinate annotations are now properly
aligned to the grid.
- Landscape Design - Plant Mix.
The table text is now placed correctly.
- RoadCalc - Pavement Volumes.
The pavement end areas are now correctly computed when
surfaces tie vertically to each other.
- RoadCalc - Edit Profiles. The
print button now displays the Generate Profile Reports
dialog box.
- Watershed Modeling - Manage
Sub-basins. You are now able to add more than 10 sub-basins.
The following items discuss the
changes found in this version of Eagle Point Software. Please
note that the following sections are organized alphabetically, by
module, starting with System level descriptions of VIP
Enhancements, General Enhancements and then bug fixes.
For users running Windows 2000,
the program must be installed using Administrator privileges in
order to properly setup and configure Eagle Point. After
installation, individual users must MINIMALLY have "Power
User" rights to properly run the software.
Windows XP Professional and Home
users can now configure Eagle Point to run under limited account
types. During the installation process of the 2002 Q3 2.3.0 CD,
XP users have the Support, Images and License paths defaulted to
the "All Users" portion of the machine (i.e. C:\Documents
and Settings\All Users\Application Data\Eagle Point
Software\EGPT\Support). This allows any user of any account type
to access the supporting Eagle Point files that require read/write
capabilities.
Please note that your CAD package
may require additional rights that could prohibit the proper use
of Eagle Point operating under limited accounts.
The following features have been
added to Eagle Point Software:
- Data Collection -
Query Observation. This command allows you to
display, sort, and print all of the raw observations in
the selected job file. Viewing these observations may
help you detect blunders or observations that need to be
corrected, commented or removed from the job file. This
dialog box is divided into two different reports.
The Observations listview displays each raw observation
to a side shot or a foresight within the job file. The
observations are initially sorted chronologically.
However, you may sort the data by Node ID, Horizontal
Angle, Vertical Angle and Slope Distance by clicking on
the respective column header.
The Observation Summary listview sorts all of the
observations that share the same At-From-To combination
into a group. Each group is displayed in a row along with
properties of that group: Quantity of observations,
meaned angles and distances, range or maximum difference
between all angles and distances, and the standard
deviations.
To use this command, you can sort the groups of
observations by greatest range or standard deviation to
determine what sets of raw observations are questionable
or fail your criteria for accuracy. Keeping this dialog
box up, you can comment out the sets of angles using the
Formatted File Editor by placing a PR activity on the
undesirable observations, save the file, and refresh the
Query Observations report dialog box to show the new
results.
The Refresh button will re-read the formatted file to
display any changes since the job file was first selected
and displayed. Any information changed in the file will
be re-displayed according to your sorting preference. If
you previously selected a column header to sort the data,
this header will be used to sort the rows in the listview.
Reports may be customized. You may determine which
columns to include as well as the header for each column,
the column width, and the column order of each report.
Reports will print the rows as they appear in the
Observations dialog box.
- System - Training
Videos. The 2002 Q3 2.3.0 CD contains 17 short
training videos (3-5 minutes in length) that can assist
you in learning topics and procedures that cover various
aspects of the overall Eagle Point system. Some of the
topics included are How to Setup Projects, Adding
Additional Drawings and Sub-projects, How to Create
Project Prototypes, Creating Node Field Code Libraries
and How to Customize CAD Toolbars to run Eagle Point
commands. These WebEx videos are included as part of your
VIP subscription and can be viewed directly from the CD
by following the link contained in the "What's
New - Training Videos" section of the Kiosk.htm
file found on the root of the 2002 Q3 2.3.0 CD.
- System - Open. A new toggle
has been added to the Administrator program that allows
you to configure your Eagle Point main system palette to
automatically minimize to your Windows taskbar upon
opening a project. This frees up more space for users
accessing commands through the Embedded CAD menus, CAD
toolbars or through the command line key-in. Remember
that the command dialogs appear on screen relative to
either the floating module menu (if opened) or the
location where the main Eagle Point menu palette was last
positioned before being minimized. When restored on
screen from the taskbar, position either the module menu
palette or the Eagle Point menu palette to a location
near the top left of your screen so that the command
dialog boxes appear cascaded from the menu palettes.
- System - CAD Settings and
Text CAD Settings. The common CAD Settings dialog box
found in many commands throughout the software has been
updated to include the "Override with Active
Attributes" toggle. This allows you to use the
current settings in CAD for the Layer/Level, Color,
Linetype/Line Style and Weight/Width for the desired item
rather than specifying specific attributes in the dialog
box. The common Text CAD Settings dialog box not only
includes this change but has also been updated to include
the "Use Style's Height/Use Font's Height"
toggle as a means to control the height of a text item
placed in CAD. When placing text with this toggle on, the
size of the text is set by the height specified in the
corresponding Text Style/Font. A text Unit option is also
contained on this dialog box to control whether the text
is placed at a fixed height or by plotted inches/millimeters.
- COGO - Leader Nodes. The
Leader Nodes command has been modified to reduce the
number of steps required to leader a node. When the
command launches you are now presented with the Leadering
options first. After setting the desired options, select
the Apply button to be prompted to graphically select the
node to leader. Once the node is selected you are then
prompted to pick your leader point. The node is then
leadered according to your settings and you are again
prompted to select the next node to leader until you
cancel the command prompt. Additionally, you can now
control the length of the tail and the specified options
are saved to the project.
- COGO - Report Station/Offset.
The Coordinate selection method has been updated so that
when using the PIC button to select a coordinate point,
you are prompted in CAD to select the point without
having to Apply the coordinate selection. Additionally,
the command repeats the "Select a point" prompt
after every selection.
- Data Collection - Edit
Instrument File. The specified editor is now modeless to
Eagle Point. This means you are able to keep the active
file open in the editor while using other CAD and Eagle
Point commands.
- Data Transfer - Import
LandXML. The Import LandXML command now supports the 1.0
schema version (support for the 0.88 version LandXML
files is still included). Also, a Settings button was
added to the Import LandXML dialog box that allows you to
specify unit conversion parameters to convert the data
between various units including your own user defined
conversion factor.
- Data Transfer - Export
LandXML. The Export LandXML command now writes the
LandXML file using the version 1.0 schema. Additionally,
a Settings button was added to the Export LandXML dialog
box that provides access to setting the data units and
precision. On the Units tab of the Export LandXML File
Units Settings dialog box, you can specify the linear
units that you want written to the LandXML file as well
as a conversion factor to convert the data to specific
units. You also control the exported angular units using
the options found on this tab. The Precision tab allows
you to set the amount of precision on various data
members in the LandXML file. This aids in the creation of
reports using the data contained in the exported file.
Use the "Max Precision" toggle for the various
items when you want to ensure the highest degree of
precision in data exchange i.e. exchanging projects with
clients, project backup, etc.
- Surface Modeling - The
operation of the Annotate Contours command has been
updated to eliminate the need to Apply every Crossing
Annotation. After the Apply button is selected the first
time, you remain on the CAD side with repeated prompts to
pick two points for the "strike-through" line.
- System - Dialog box sinking/reappearing.
Changes have been made to help ensure that dialog boxes
re-appear in front (or on top) of the CAD package.
Previously, various command dialog boxes run in the
Windows 98, Windows 2000 and Windows XP operating systems
would stop appearing in front of the CAD system requiring
the need to click the Eagle Point application on the
taskbar.
- System - Eagle Point Graphics
Engine. The Eagle Point Graphics Engine has been updated
to fix a variety of problems. These problems include
better support for true type fonts, memory related
issues, esnaps (entity snaps) and undo.
- System - Eagle Point Graphics
Engine. The non-destructive error message that occurs
when you close the Graphics Engine has been resolved. (This
only occurred if your drawing name was less than five
characters long.)
- System - General. The write
speed for various Eagle Point data files has been
increased when working on a Windows 2000 or Windows XP
machine and project files are stored on a network drive.
- System - General.
MicroStation users only. Cells that are placed into the
design file now correctly use the weight specified by the
command’s CAD settings.
- System - General. AutoCAD
users only. The conflict between Eagle Point and the
AutoCAD accelerators that caused Eagle Point to “hang
up” has been corrected.
- System - New. The Data Files
Location is now set correctly in the registry when you
add an Eagle Point project by selecting an EPP file on a
network drive.
- System - Update Node
Information. The External Node Database will now be
updated with Nodes that contain only a Point Number (PN)
attribute.
- System - Update Node
Information. The “Update Database to Drawing”
option no longer causes an error if the attached External
Node Database has records that specify an unknown (or
blank) Node Field Code Library.
- System - Point Protection.
Eagle Point will no longer crash when you cancel the
Point Protection dialog box.
- System - Default CAD Settings.
The override with active attributes is now correctly used
when set for the North Arrow in Drafting.
- Advanced Irrigation - Head
Configuration. The offset value is now being saved and
used when sprinkler heads are inserted.
- Advanced Irrigation - Create
Equipment Table. The table now includes custom equipment
symbols placed in the drawing.
- Advanced Irrigation - Edit
Head Database. New sprinkler heads added to the database
can now be inserted into the drawing.
- Advanced Irrigation - Locate
Subsurface. The problem with the drip line pipes not
being drawn when the first drip line pipe does not cross
the header and footer has been corrected.
- COGO - Inverse Points. The
coordinate values for the Start Point are now updated
correctly when you set the Start Point Node ID back to
the previous Start Point Node ID.
- COGO - Linear Parking Lot.
The Angles and Lengths are now saved correctly when they
are set to a value contained within the drop list.
- COGO - Manage Lots. The Lot
Names are now sorted correctly in the list control. The
sorting problem has also been corrected in the Annotate
Lots and Create Lot Table commands found in Drafting.
- COGO - EPPN. AutoCAD/Eagle
Point Graphics Users Only. The EPPN command (command line
version to place Nodes) now properly enters the symbol
library name to the linked External Node Database.
- COGO - Translate-Rotate-Scale.
MicroStation users only. Text nodes that contain multiple
lines of text are no longer set to a text height of zero
after the translate-rotate-scale command is run.
- Data Collection - Edit
Formatted File. The SDMS editor is now using the registry
to store command line parameters instead of using the
Eagle Point Support folder. Previously, this occasionally
caused a problem when attempting to access the SDMS
editor more than once when your Support folder was
located on a network drive.
- Data Collection - Reduce. The
Point Protection dialog box will now display when you
have duplicate Node IDs within the job and Shot Averaging
is turned off.
- Data Collection - Reduce.
With the Sokkia collector format, Vertical Distances are
now given a tag of VD instead of $M.
- Data Collection - Reduce.
Linework is now correctly stopped when ".." is
used as a stop designator in conjunction with the “Use
Line Name as Counter” option and no longer produces
a reduction warning.
- Data Collection - Reduce.
MicroStation users only. When three points of an arc are
nearly collinear, all linework will be drawn. Previously,
“shallow” arcs were unable to be drawn which
prevented the remainder of the linework to be drawn.
- Data Collection - Reduce.
Lines are no longer connected to shots using the “Use
Field Code as Line Name” option and the circle
designator.
- Data Collection - Reduce. The
Next Available Node ID is now incremented correctly when
you select the “Use New Node ID” option.
- Data Collection - Line Work.
Eagle Point no longer crashes when you attempt to add
more than 800 lines to the line library. This was
corrected when manually entering the line names or when
the line is automatically added upon reducing a job.
- Data Transfer - Import File.
Node IDs are now incremented correctly when you use the
“Use New Node ID” option and toggle on Apply
All.
- Drafting - Annotate By Leader.
The arrowhead is now being aligned to the leader line
when the leader line is smoothed.
- Drafting - Change Elevation.
AutoCAD/Eagle Point Graphic Engine users only. 3D objects
such as lines, polylines and faces can now be flattened
to a constant elevation. 3D polylines will also be
converted to a 2D polyline.
- Drafting - Annotate Station-Offsets.
The Annotate Station-Offset command when using the leader
option now follows the “Dialogs on Top” setting.
- Drafting - Write Legal
Description. The Caption and Clauses now supports 1024
characters for both the caption and the clauses.
Previously, only 512 characters would be saved.
- Landscape Design - Freeze
Layers. AutoCAD/Eagle Point Graphics Engine users only. A
regen is now performed after you freeze layers.
- Landscape Design - Plant
Table. The Selection Set method now correctly selects the
plant mixes that are in the current CAD Graphic.
- RoadCalc - Edit Alignment
Data. You can now add a new parameter to the active speed
table using the superelevation calculator in Horizontal
Speed Tables.
- RoadCalc - Edit Alignment
Data. When printing the station data for non-centerline
alignments, the station values for the PC and PT stations
are now correctly reporting the station values based on
the centerline stationing.
- RoadCalc - Edit Cross-Section
Data. When a duplicate shot is added to an actual
surface, Eagle Point no longer crashes.
- RoadCalc - Extract Cross-Section
Data. The problem with cross-sections occasionally being
flipped 180 degrees when extracting skewed cross-sections
on near North-South alignments has been corrected.
- RoadCalc - Extract Cross-Section
Data. Interval stations are now correctly taking station
equations into account when your starting station (for
the cross-sections to extract) falls after a station
equation.
- RoadCalc - Extract Cross-Section
Data. When building a station list, the interval along a
spiral will now use the curve interval (when toggled on)
instead of the tangent interval.
- RoadCalc - Import Cross-Section
Data. Station Equations are now taken into account
correctly when importing cross-sections using a
coordinate format and the Station Tolerance options.
- RoadCalc - Plan and Profile
Sheets. Eagle Point will no longer hang up when you add a
sheet starting at a BOP station that is negative
- RoadCalc - Run Design. When
using ROW slope control, Type II ROW will now correctly
stretch the ditch.
- RoadCalc - Volumes. Volumes
are now being calculated correctly for all original
ground surfaces with a removal method of Strip.
- Sewers - Network. In a metric
project, the downstream invert to the pipe system will
now match the outfall invert elevation.
- Sewers - Calculate. The
progress bar that displays when the calculations are
being performed now increments correctly.
- Storm Sewers - Edit Custom
Rainfall. When you enter valid B, D and E values, an
error is no longer being generated that states the values
are not decreasing with duration.
- Storm Sewers - Edit Custom
Rainfall. An error message stating the intensities are
not decreasing with time is no longer displayed when you
enter a value of zero for D.
- Storm Sewers - HEC-22
Calculator. You are now allowed to enter a value greater
than 4.5 feet for the maximum size of drop inlet. Once
the message box displays, the values are interpolated.
- Storm Sewers - Inlet Library.
When an inlet is changed from sag to grade in the Inlet
Library, the longitudinal slope will be set to zero
preventing flow bypassing when it is used in calculations.
- Storm Sewers - Edit Junctions.
The inlet parameters are now updated immediately when a
different inlet is selected from the Inlet Library.
- Storm Sewers - Edit Junctions.
The Longitudinal Slope edit field now allows 8 decimal
places of precision.
- Storm Sewers - Rainfall
Library. The summary will now display correctly for the
different rainfall types when you switch between them.
- Storm Sewers/Watershed
Modeling - Edit Tabular Rainfall. The rainfall values are
now read correctly for values beyond 60 minutes. All of
the intensity values for Storm Sewers and Watershed
Modeling will be linearly interpolated from the values
entered when using Tabular rainfall. The Eastern/Central,
Western and Custom rainfall methods will continue to use
BDE values to generate the intermediate intensities.
- Site Design - Make Flowlines.
The command may now be used with a surface model from a
different project.
- Site Planning - Openings. The
openings are now placed at the correct distance from the
corner that is specified.
- Surface Modeling - Show
Masked Objects. When an object is masked but cannot be
found in the CAD graphic, that object is ignored but the
rest of the masked objects will now be displayed.
- Surface Modeling -
Triangulate Surface Model. A change has been made to arcs
that are used as 3D breaklines. The arc must have at
least points/nodes at a valid elevation at the start and
end of the arc to interpret the arc as a 3D arc. If the
points/nodes do not exist at the start and end of the
arc, the entire arc is excluded and will not be
interpreted as a 3D arc.
- Surface Modeling - Make
Surface Model From Contours. The algorithm for this
command has been changed to correct a problem with
certain sites that report an increase of flat triangles
created during the modeling process. Sites that
previously didn't finish processing and sites that saw
the number of flat triangles increasing should benefit
from this change.
- Surface Modeling - Make
Intermediate and Index Contours. The routine to smooth
contours using the Polynomial Factor has been updated to
produce more consistent results.
- Surface Modeling - Place Grid
Elevation Labels. The speed has been increased and the
memory usage has been decreased when placing a grid of
elevation labels.
- Water Surface Profiling -
Convert Objects to Cross-Section Alignments. The side is
now determined correctly when a cross-section alignment
is created on only one side of the stream alignment.
- Water Surface Profiling -
Edit Cross-Section Data. When you have a mix of fixed and
non-fixed cross sections and you delete non-fixed cross-section,
the status for the cross-sections no longer disappears.
- Water Surface Profiling -
Export to HEC-RAS. All cross-sections are now exported to
HEC-RAS correctly when you have only fixed cross-sections
- Watershed Modeling - Edit
Computed Flood Hydrograph. The Cumulative Volume Rainfall
Distribution is now saved correctly when a file
containing a time and rainfall of zero was imported. The
time and rainfall with a time of 0 is now ignored on the
import allowing the Cumulative Volume to be saved.
- Watershed Modeling - Edit
Stand Pipe. The relative heads for orifice and weir
components are now taken into account in calculations.
The effect of tailwater elevation on flow through the
orifice and weirs is also taken into account for
calculations. The reduced flowrates from submerged
conditions from tailwater in the culvert is now taken
into account in calculations.
- Watershed Modeling - Edit
Unit Hydrograph. The tabular data will now save any
changes that are made.
- Watershed Modeling - Modified
Rational Storage Approximation. The storage will now be
calculated for all rainfall durations. The flow rates
also agree with those calculated from the Modified
Rational Hydrograph.
The following items discuss the
most recent changes found in this version of Eagle Point Software.
Please note that the following sections are organized
alphabetically, by module, starting with System level
descriptions of VIP Enhancements, General Enhancements and then
bug fixes.
For users receiving 2002 Q2 2.2.0
CD's, you will need to have version 5 (or greater) of the Adobe
Acrobat Reader installed in order to view the electronic
documentation (PDF files). If you do not already have this
version installed, the setup routine for it can be found in the
\Adobe folder on the root of the product CD.
The following features have been
added to Eagle Point Software:
- COGO - Place Node.
AutoCAD/IntelliCAD/Eagle Point Graphics Engine users only.
The EPPN (Eagle Point Place Node) command has been added
as an alternate method for placing nodes into your
drawing. It runs entirely on the CAD command line and has
no dialog box interaction (similar to the EP14 version).
Simply type eppn on the CAD command line to
invoke the Place Node command. You are prompted to select
a point or change the prompts. Type the letter 'p' to
toggle on or off what prompts you wish to see during the
operation of the command (Node ID, Elevation, Field Code
or Description). These options are saved within the
project and are remembered the next time the project is
accessed. If you do not wish to alter the prompts,
graphically pick the location for the node or enter an
x,y coordinate pair. Then enter the desired Node ID,
followed by the Elevation, Field Code and Description at
the corresponding prompts. Note that the prompts contain
defaults that allow you to accept them by pressing the
Enter key. The prompts use the COGO-Settings-Entry
Options-Node Placement settings the first time the
command is run. After changing the values during the
course of running the command, the prompts then default
to the last entered data with the exception of the Node
ID default automatically finding the next available. Set
the Elevation option in the COGO-Entry Options-Node
Placement dialog box to 'Inherit' if you wish to use the
elevation of an object "snapped to" in CAD.
Additionally, this command can use the 'Print Audit
Trail' option if it is toggled on in the COGO-Settings-Toggles
command as well as write the data to a batch file by
setting an Active Batch file in the COGO-Survey-Manage
Batch Files command.
- COGO - 2 Point
Inverse. AutoCAD/IntelliCAD/Eagle Point Graphics
Engine users only. The EP2PI (Eagle Point 2 Point Inverse)
command has been added as an alternate method for
inversing nodes or points in your drawing. It runs
entirely on the CAD command line and has no dialog box
interaction (similar to the EP14 version). Simply type ep2pi
on the CAD command line to invoke the 2 Point Inverse
command. At the 'Start point' prompt you may enter a Node
ID or graphically select a point from the drawing as the
first point to calculate the inverse. At the 'Next point'
prompt you may also enter a Node ID or pick a point
graphically. After the Next point is entered the Inverse
information is reported in the CAD Command line text
window. Information included in the inverse report is the
Node or point coordinates, and the Direction, Distance,
Delta Elevation, Zenith Angle and Slope Distance between
the two points. The command continues to prompt for the
next point so that you may continue the inverse from the
previous point. Display precision in the report is
controlled through the System-Precision command.
- System - The Help icon that
appears in the upper right corner of dialog boxes has
been changed to the standard Windows help question mark.
This eliminates the displaying problems of the Eagle
Point help icon that could occur with certain types of
video cards. Clicking the question mark icon still
displays the context sensitive help topic related to the
command. Additionally, the F1 function key has been
enabled to also display the help topic related to the
current command.
- System - A new authorization
wizard is included to simplify the requesting and
authoring process. This step by step wizard guides you
through the request process and offers the ability to
receive your codes as an attachment in e-mail either as a
self extracting zip file (*.exe) or as an ordinary zip
file (*.zip). This option is available for users who
cannot receive attachments with executable files in them.
- Base Plan - Input Property
Line. You are now able to enter zeros as placeholders for
degrees, minutes and seconds (e.g. 05 04 09 instead of
being forced to enter 5 4 9).
- Drafting - Annotation.
MicroStation users only. The Annotate Lines, Curves and
Multiple Objects commands now have a Fence option for
selecting elements to annotate. Place a fence around the
desired elements and select the PIC button to accept the
fence contents. The direction annotation is determined
from the drawn direction of the object.
- Drafting and Site Design -
Change Elevation. This command has been updated to no
longer erase and replace any objects during the elevation
modification. This resolves problems related to losing
Group information, Lineweights, Linestyles/LTSCALE and
object types changing (linestrings to complex objects and
lightweight polylines to "heavy"). MicroStation
users may now also change elevations on cells that are
not included in the currently attached cell library.
- RoadCalc - Cross-Section
Staking. A new report item has been added to the staking
report called Catch Depth. It is calculated from
Catchpoint Elevation - Toe Elevation. A positive depth
indicates an amount of cut whereas a negative depth
indicates the amount of fill.
- Watershed Modeling - Edit
Reservoir. When generating stage storage from a surface
model, the individual elevation areas are now calculated
directly from the surface model rather than from the
determined volume and the average end area equation. This
results in a more accurate representation of the areas.
Additionally, the elevation interval is now used to align
the stage elevations to the "major" elevation
interval rather than to the closest 1 unit. For example
if the interval is set to 5 and the minimum elevation is
876.2 the next stages would be 880, 885, etc. rather than
877, 882, etc.
- Advanced Irrigation -
Evaluate P.O.C. When evaluating a head, the flow rate is
reporting the available flow rate to that point rather
than displaying the flow rate to the connected P.O.C.
- Advanced Irrigation -
Evaluate P.O.C. When an item fails the evaluation process
it now displays as a red item in the results report.
- Advanced Irrigation -
Evaluate P.O.C. The Total Pressure Loss has been added as
a separate item in the Evaluation Details.
- Advanced Irrigation - Edit
Heads Database. QTO numbers assigned to heads are now
recognized when calculating quantities in Quantity Take-off.
- Advanced Irrigation -
Building Footprint. This command now compensates for the
Rotate View Orientation setting.
- Advanced Irrigation - Remove
Zone. Labels placed on Heads after they are inserted can
now be removed using this command.
- Advanced Irrigation - Assign
Zone. Flow rates are reported correctly when placing ADM
nozzles.
- Base Plan - Find Angle
Between Lines. The System-Units-Angular Units setting is
now used to display the resulting angle.
- COGO - Raise/Lower Nodes. The
elevation attribute of a Node that was rounded to the
next higher integer because of your display precision,
now have their annotations updated when raised/lowered.
Previously, the actual node elevation would change but
the annotation would not update. For example, a node
placed at elevation 99.997 with a display precision of 2
would correctly have the elevation annotated as 100.00
but then would not update to 99.40 when the node was
lowered by 0.60 (actual elevation of 99.397).
- Data Collection - Edit
Formatted File. Edits made to the format file are now
properly saved when making changes in the format file
then the instrument file and then the format file again.
- Data Collection - Reduce.
Leica (Wild) users only. When coding both an FE and PD
data tag within the same activity, the PD can now contain
spaces.
- Drafting - Write Legal
Description. MicroStation users only. Elements contained
on turned off levels are no longer included when using
the EP Boundary option to determine a closed area.
- Intersection Design - Layout
Pavement Control Lines. A problem was resolved to correct
which typical section was being used to process the
intersection pavement controls lines. Sub-projects that
had varying typical sections located prior to the
intersection boundary may have had the incorrect typical
section used to generate the pavement control lines.
- Irrigation Design - Pipe
Database Editor. You can now delete more than one pipe at
a time from the database.
- Landscape Design - When using
the Cloud method to develop the vegetation line, it now
automatically closes the cloud when you reach the
beginning point.
- Profiles - Construct Profile
from Object. This command now properly orients the
resultant profile when you use a RoadCalc Profile
Coordinate System in a rotated plan view.
- Profiles - Place Grid.
MicroStation users only. The Datum Elevation and Stations
level settings are now properly saved and used when
placing a profile grid.
- RoadCalc - Synchronize
Alignment Graphics and Data. After performing graphic
modifications and using the synchronize command on
alignments that contain station equations, the command no
longer produces and exception.
- RoadCalc - View Cross-Section
Graphics. AutoCAD 2002 and Map 5 users. Viewing cross-sections
with more than 3 surfaces no longer causes an AutoCAD
Exception.
- RoadCalc - Edit Profile Data.
You are now able to select multiple VPIs when creating
curves from speed tables.
- RoadCalc - Synchronize
Profile Graphics and Data. After performing graphic
modifications and using the synchronize command, the
profile VPIs hold their Fixed status as previously set
instead of all becoming "Unfixed".
- RoadCalc - Associate
Alignments and Profiles. Changes were made to fix
problems with associations losing their "ties".
Re-converting alignments now holds associations made
previously with that alignment name. Additionally,
associations made using and alignment and profile are no
longer "split" after viewing the profile
graphic.
- RoadCalc - Run Design. The
Step Through Editor can now properly display stations
that were not processed with a typical section but have
design surface data entered through other means (hand
entry, from surface model, or imported).
- RoadCalc - Run Design. When
using material based condition tables in projects that
contain cross-sections where sometimes multiple materials
occur and sometimes not, the slope treatment is now
chosen based on the materials that do exist.
- RoadCalc - Run Design. Step
Through modifications made on non-integer value stations
are now remembered properly when re-processing.
- RoadCalc - Run Design.
Special tie procedures in cut situations determined on a
previous cross-section are no longer used on a following
cross-section during processing. This would cause
typicals with different amount of vertices between the
centerline and PT Code of 3 to stop if the typical
intersected with original ground prematurely
- RoadCalc - Cross Section
Sheets. Eagle Point Graphics Engine users. Multiple
sheets may now be cut when your SDI setting is set to 1.
- RoadCalc - Plan and Profile
Sheets. Eagle Point Graphics Engine users. Multiple
sheets may now be cut when your SDI setting is set to 1.
- RoadCalc - Catchlines. This
command can now draw the catchlines in CAD when you only
have two design surfaces (and one of them is an Undercut
type) and the program encounters a phantom cross-section
station. This change also affects Breaklines from PT
Codes and the extraction of the 1000 and 1001 PT Codes.
- Sewers - Create Network. This
command now follows the Dialogs on Top setting properly.
- Sewers - Custom Reports. The
Uniform Velocity print settings are now being saved
correctly.
- Site Planning - Linear
Parking. The Island Width setting (when using the double
row island style) now uses the manual inputted value from
the droplist.
- Surface Modeling - Crossing
Breaklines. The printed reported now uses the precision
set in the System-Precision command.
- Survey Adjustment. When
associating TDS Data Collection files, multiple setups (OS
activities) are now completely converted into a Survey
Adjustment file.
- Watershed Modeling - Edit
Unit Hydrograph. Additional error checking was added to
the Input Data option when the Input method is set to
Select Sub-basin so you can no longer attempt to assign a
sub-basin without first adding a unit hydrograph name.
- Watershed Modeling - Edit
Unit Hydrograph. Metric projects now calculate the Peak
Flow correctly.
- Watershed Modeling - Edit
Rational Hydrograph. Universal Rational and Dekalb
methods can now use the Flow Multiplier to adjust the
hydrograph shape.
- Watershed Modeling - Manage
Reservoirs. Changes were made to the Export Reservoir
command when using the .sap file type. Volume and
Cumulative Volume data is now correct. Additionally, the
extension is now set according to the file type chosen.
The following items discuss the
most recent changes found in this version of Eagle Point Software.
Please note that the following sections are organized
alphabetically, by module, starting with System level
descriptions of VIP Enhancements, General Enhancements and then
bug fixes.
Compatibility testing of Eagle
Point 2001/2002 2.1.0 has been performed in the Professional
version of Windows XP and to date nothing has been found that
impedes the performance or stability of the software. There are a
few cosmetic items that will be resolved in future releases, but
they do not impair the current functionality. As an example, the
Eagle Point help icon does not align with the close icon when
using the default "Windows XP" theme, but still
operates properly. Also, the software GUI (Graphical User
Interface) will not take on the "Windows XP" default
theme until a problem with certain edit controls can be resolved.
Formal testing with Windows XP
Home will commence after the 2.1.0 release. Due to the
similarities between the Professional and Home Editions, it is
not anticipated that any unique problems will arise that will
prevent the support the Home Edition of Windows XP. If any
Windows XP specific problems are identified after the 2.1.0
release, they will be addressed in future maintenance releases.
Also note that not all of the CAD
packages Eagle Point runs with are supported in Windows XP.
Autodesk has chosen to support Windows XP Professional with
AutoCAD 2002, and Bentley's MicroStation V8 is the only version
that is supported in Windows XP Professional or Home. Currently,
Eagle Point is not supported in MicroStation V8, but support is
anticipated with the 2002 Q2 CD. Testing has also been completed
on the Eagle Point Graphics Engine in Windows XP Professional.
Novell has yet to release a
Netware client for Windows XP Professional. Therefore anyone who
is running Eagle Point with the Novell License Manager will have
to wait until Novell releases a Netware client for Windows XP
Professional.
The following features have been
added to Eagle Point Software:
- System - System Units. A new
option has been added to the Linear Units Category of
this command that allows you to define unit multipliers
and unit indicators that are used in 'linear distance'
input fields throughout the software. This provides the
capability to enter English unit based measurements while
in a metric unit project and vice versa. Additional unit
conversions may also be performed to be able to enter
distances in US Survey Feet, Millimeters, Survey Chains,
Architectural Feet, Architectural Inches as well as your
own user-defined unit of measure. When entering data into
'linear distance' type edit fields, you may input the
desired numerical value followed by the unit indicator
and upon tabbing out of the edit field or clicking
another button (Next, Apply, OK, etc.), the value will be
converted automatically into the current project units.
For example, in an English unit based project, if you
enter '5m' in a distance edit field the command will
convert the value to 16.40419948 feet. Please note that
the edit fields that allow this input are limited to ones
that typically accept input in the project's major units
as defined in the project prototype (feet, meters,
architectural feet/inches) while regular inches/millimeter
edit fields do not.
- Landscape Design –
Edging. This command enables you to create a database of
edging that includes line type, width, color and Quantity
take off Item ID number. The command also displays a
drafting tool bar to aid in the drafting of curvilinear
lines.
- Advanced Irrigation –
Evaluate P.O.C. The view icon was added to the secondary
evaluation dialog box so you can select another flag to
evaluate without returning to the main dialog box.
- COGO – Resolve Duplicate
Nodes. The speed to report the duplicate Nodes with the
Resolve Duplicate Node command has been increased.
- Administrator –
Configure CAD Engine. When the CAD configuration is
changed (i.e. a newer version of the CAD is selected),
there is now an option change the CAD configuration for
the local machine as well as for the current user.
- System – General. The
toolbars tomodules that have never been opened will now
cascade down from the main Eagle Point toolbar (preventing
them from going off the screen when the main toolbar is
at the top of your screen).
- System – Manipulate
Level Group. MicroStation users only. All levels within a
Level Group will now be turned on correctly in the
selected views.
- System – Open. Projects
with an External Node Database created prior to the 2001
1.4.0 version will now convert to an Access Database
correctly.
- System – CAD copy of
Nodes. The functionality of copying Nodes using the
native CAD command has changed. The Nodes will
automatically renumber to the next available number (ID)
instead of displaying the Point Protection dialog box.
The next available number (ID) is set in COGO - Settings
- Entry Option - Node Placement Tab.
- Advanced Irrigation –
Locate Lateral. Added error checking to allow for
interactive modification, without affecting the original
pipe.
- Advanced Irrigation –
Locate Lateral. Auto snapping is snapping to selected
heads.
- Advanced Irrigation –
Auto Size Laterals. Labels are no longer being placed on
every pipe when transition is the label style selected.
- Advanced Irrigation –
Auto Size Laterals. Colors and Line Widths that are
defined in the Pipes Database are now being utilized.
- Advanced Irrigation –
Auto Size Laterals. You can now define zones
interactively.
- Advanced Irrigation –
Locate on Edge. Error checking added to keep spacing
precision set to two decimal places.
- Advanced Irrigation –
Locate on Edge. If you toggle on the label heads option,
the labels are now being displayed when the heads are
inserted.
- Advanced Irrigation –
Edit Pipe Database. You no longer get error message
stating " Size and/or Inner Diameter already exist(s).
Please enter new values when modifying the size of pipe.
- Advanced Irrigation –
Evaluate P.O.C. The report option to the Excel
spreadsheet. The Default location is now the project
folder location. The Default name of the spreadsheet is
the project name, and the spreadsheet is no longer
dropping the number from the zone descriptions.
- Base Plan – Sum Area by
Layer. Correctly reports areas without causing an error.
- COGO – Field Data
Traverse. The contents of the angle edit field are now
highlighted after selecting the "Next Leg" or
"Sideshot" button so a new value can be entered
without using your mouse to remove the previous value.
- COGO – Inverse Objects.
The area and perimeter of an open object that ends with
an arc is now reported correctly.
- COGO – Inverse Points.
The tab order within the command has been modified to
operate in the same fashion as similar commands.
- COGO – Report Nodes. All
instances of Nodes that have truly identical properties (Northing,
Easting, Elevation, Field Code and Description) will now
display in the Report Node list when it is empty and an
option other than "All" is used. Once the Node
list contains items, only one instance of truly identical
Nodes will be added to the list.
- COGO – Point Protection.
The Delete Old Node option within the Point Protection
dialog box will now remove the original Node.
- COGO – Resolve Duplicate
Nodes. MicroStation Users Only. When Linked to an
External Node Database, the Node in the database now
displays "External Node Database" for the level.
- COGO – Resolve Duplicate
Nodes. When using the Delete Selected Nodes option, only
the nodes highlighted are deleted and removed from the
list. Previously, additional Nodes were removed from the
listing. This required you to close the command and
reopen it to display the Nodes in the list.
- ColorFast – System.
Integrated Colorfast product Menu.
- ColorFast – Create
ColorFast Drawing. Extracts correctly with Xclip utilized.
- ColorFast – Create
ColorFast Drawing. Hatch patterns can be extracted
without exploding.
- Data Collection –
Download from Collector. When you use the SMI, TDS
Coordinate or TDS Raw formats, you will no longer receive
an error during file transfer when characters such as a
forward slash are contained in the job name.
- Data Collection – Reduce
Jobs. Spaces in the PD-mapped info block for Leica users
is now supported.
- Data Transfer – Import
LandXML. MicroStation Users Only. Contours that have been
placed when importing surface models can now be annotated.
- Drafting – Create Tables.
The Line and Arc Table commands will no longer lock up (on
certain systems) when placing a table that contains a
line/curve number on a polyline/complex.
- Drafting – Place Text.
The command now uses the text height defined within the
specified text style when setting your Default CAD
Settings to 'Use Current Style's Height'.
- Irrigation Design – Auto
Locate. Activated the PIC button for: Spacing between
heads edit field, corner angle tolerance edit field,
overspray angle edit field.
- Irrigation Design –
Locate by Array. Activated the PIC button for the Head
spacing edit field.
- Irrigation Design –
Locate Single. Activated the PIC button for the Radius
edit field.
- Irrigation Design –
Critical Head. Calculating the values correctly for
Metric projects.
- Irrigation Design –
Locate Single. FT label is no longer staying visible for
length and width, when you go to another style head.
- Irrigation Design – Pipe/Label
Configuration. Pipe label configuration now says plotted
Inches for the fitting size edit field.
- Irrigation Design – Auto
Size Lateral. This command now has psi next to pressure
at valve, and ft\sec displayed by maximum flow velocity.
- Landscape Design –
Modify Plant Attributes. Does not select items in the
dialog box that are hidden.
- Landscape Design –
Convert to Plant. No longer displays section view plant
symbols as an option.
- Landscape Design – Tree
Shadows. When selecting plants by layers the proper
plants are being shadowed.
- Plant Database – Show
Plants. Correctly lists the plants contained in the
design.
- RoadCalc – Manage
Alignments. When associating an alignment from a
different drawing, the path to the current sub-project
drawing is now entered properly and the alignment is
drawn in the correct drawing file.
- RoadCalc – Utilities.
Utilities are now displayed in the correct location in
Cross-Section, Profile and Cross-Section Plot Sheets when
the alignment has a BOP station other than zero and
station equations.
- RoadCalc – Import Cross-Sections.
Cross-Sections are now imported correctly when the
alignment has station equations.
- RoadCalc – Cross-Section
Sheets. Reference Lines are no longer labeled in
unrestricted zones of the alignments.
- RoadCalc – Create Plan
and Profile Sheets. The Major Interval, Minor Interval,
Interval on Tangent and Interval on Curve within the Edit
Station/Elevation Intervals command now require you to
enter an integer.
- RoadCalc – Create Plan
and Profile Sheets. Profile stationing within the sheets
now start at the correct locations when a BOP station
other than zero is used.
- Sewers – Custom Reports.
The Input Flow label has been changed to gpd to match the
units of the value being reported.
- Site Analysis – Sub Area
Statistics. The static label used to display the area is
now wide enough to display all values of the area.
- Surface Modeling – Merge
Surface Models. User-Defined boundaries can now have an
unlimited number of vertices.
- Survey Adjustment –
Compute Adjustment. The printed report now displays the
unadjusted coordinates for the initial backsight instead
of the adjusted coordinates when the backsight is
included in the traverse.
- Water Surface Profiling
– View Cross-Section Graphics. When you do not have
any cross-section data, you are now informed and the
dialog box will not display.
- Watershed Modeling –
Manage Land Uses. Land Use Groups can now contain more
than 20 land uses.
- Watershed Modeling –
Summary. The correct Unit Hydrograph data is now printed
when it is printed along with the Flood Hydrograph.
- Watershed Modeling –
Hydrograph Printouts. The Incremental and Cumulative
Rainfall values for an SCSIII storm type now display the
correct values.
- Watershed Modeling –
Hydrograph Printouts. The time interval for a Storage
Indication Flood Hydrograph now reports according to the
value set on the Hydrograph printout dialog box.
- Watershed Modeling –
Flood Hydrograph Printout. The lag time displayed in the
Unit Hydrograph section of the Flood Hydrograph printout
is now reported correctly.
Copyright © 2002 Eagle Point
Software Corporation
Last revised: December 30, 2002.