Index Cover
Interim documents

a-hum95.sn-
Humeima Digital Data                            28 February, 1999

I.   Directory Structure

     A.   E:\HUM

          1.   Autocad .DWG files
               a.   Query Drawings
                         HUM-F102.DWG, HUM-SITE.DWG, F103-MOS.DWG
                         F103-SE.DWG, etc.
               b.   blank template drawings for each square
                         SH42.DWG, RM02.DWG etc.
               c.   the symbol library
                         HUM-SYMS.DWG

          2.   predefined ADE queries
                         -FINDS.QRY, -WALLS.QRY -FLOORS.QRY etc.

          3.   D2L program files
               a.   a D2L settings sheet for each square
                         SH42.D2L, RM02.D2L etc.
               b.   a global D2L settings sheet
                         HUMLISTS.D2L
               c.   Template Recording sheet
                         HUM.RSH
               d.   Batch files
                    (1)  HUM2M.BAT - starts Autocad & D2L
                    (2)  HUMDISK.BAT - prepares a data entry
                         diskette
                    (3)  _BHUM.BAT - back-up instructions
                         (a)  HUM and HUM-DBF diskettes are
                              needed to run this

          4.   Instructions and Comments in Wordperfect 5.0
               a.   MEASURE.HUM - Measurement techniques and
                    Naming Conventions
               b.   SCANS.HUM - Descriptions of Scanned files
               c.   SQUARES.HUM - Information by Square
                    (1)  omphalos orientation and elevation
                    (2)  benchmark elevations
               d.   SURVEY.HUM - Survey and Layout Information
               e.   AUTOCAD.HUM - descriptions of useful Autocad
                    commands
               f.   HUM95_SN.WP5 - 1995 status report and
                    recommendations
               g.   HUM.WP - this list

          5.   Spread Sheets in Excel 3.1
               a.   SURVEY.XLS - a sumary of the survey
                    information on which the 1995 benchmarks and
                    the bearings reflected in HUM-SITE.DWG
               b.   SURVEY-B.XLS - a blank spread sheet
                    containing the equations for calculating new
                    benchmarks and square elevations

     B.   E:\HUM\DBF
          1.   the databases for all squares
          2.   each has the same name as the .DWG and .D2L files
               in E:\HUM

     C.   E:\HUM\QUERY
          1.   the latest generated drawing from each the
               database of each square
          2.   used by the queries to create composites of all
               squares in an area and eventually across the site.
          3.   these files are created by using the Save_As
               option under files and chosing the QUERY directory
               - the filename stays the same as the blank one in
               E:\HUM

     D.   E:\HUM\MIL - raster files from scanned drawings in
          CALS-4 format with a .MIL extension

     E.   E:\HUM\PCX - raster files from scanned drawings in PCX
          format

     F.   E:\HUM\SYM
          1.   individual symbol drawings 
          2.   part of the ACAD system variable, this directory
               may contain other reference material needed by
               autocad

     G.   E:\HUM\DISK - most of what is needed to create a data
          entry diskette

     H.   E:\HUM\ARCH - miscelanious backup and reference files

     I.   E:\HUM\PLOT - temporary storage for files prepared for
          plotting


II.  To Do

     A.   Standardize procedures for new square layout
          1.   size, baulks, orientation

     B.   Explore and develop procedures for the exchange of data
          across computer platforms

     C.   Develop Naming conventions consistent with both Mac and
          Dos file naming conventions
          1.   Area, Building and Square
          2.   Files
          3.   CAD / D2L
               a.   Symbology, Layer Use, Point ID, Object Names

     D.   Develop Strategies and tools for producing final
          drawings
          1.   what needs to be measured in the field
          2.   points for rectification
          3.   scans of daily top plan tracings

     E.   Convert scanned drawings to vectors on square by square
          basis for reference and final prints

     F.   Full survey of site to orient the different structures
          and provide ample benchmarks and cross references for
          non professional maintenence


acor.sn-
Humeima Database and Cad Access
while at ACOR

Access to the Humeima Cad and Spatial Databases while at ACOR
will be limited to the following:

1.   Data Entry

     If you still have points to enter you can do this on one of
     the ACOR machines or any other machine you can get your
     hands on.  (my laptop does not fall into this category)

     If you do not have the data entry program on your disk
     this can be arraigned.

     I will need your diskette, with the final database prepared,
     by Saturday lunch.

2.   Drawing Generation

     Only my machine can generate the drawings from the database. 
     This will be done only once per square so get the data right
     the first time.

     Generation of the finals will start Friday afternoon so if
     you still have points to enter tell me about it before then
     and I will save your squares to the last.

     Your disks, including the generated drawings can be
     reclaimed at or before Sunday Lunch

3.   Plot Preparation and Plotting

     Once generated the drawings have to be manipulated to
     present the appropriate information for your various top
     plans and baulk drawings.

     For these functions you are on your own!  ACOR has a couple
     of machines capable of editing the generated drawings and
     you can play with these to your hearts content on your own
     time.

     I will be offering a short («-1 hour)  explanation of the
     AutoCad commands you will need to do this immediately after
     the group meeting that is to follow Saturday breakfast. 
     This offer will not be repeated!  Alternatively, you can
     find one of your colleagues that was paying attention in
     Mureigha (there were a few) to help you.

4.   Final Top Plans
     The final Top Plans must be given to Chris at or before
     dinner on Saturday for tracing and scanning.  You will have
     them back within hours if you are early, as soon as possible


autocad.sn-
AutoCad Commands

When manipulating your drawings for printing you might find the
following commands useful.  If you need more explanation read the
manual or ask someone (else).

SAVE / SAVE_AS
     Whatever you do DON'T SAVE the drawing after you have edited
     it as you may lose data you will need for later plans.  Use
     the SAVE_AS function and give it a different (related) name.

UNDO / U
     If something doesn't do what you thought it would use the U
     command to backup to before the mistake.  You can undo the
     whole session with the UNDO B combination

LAYER
     the primary tool for drawing manipulation is layer
     separation.  Layers are determined by the point ID so make
     sure you have these right before generation.
     Layer Control is found under the settings menu.
     Layers can be On or Off Frozen or Thawed.  If you don't know
     Autocad Thaw everything and use only the On/Off function.

LINETYPE
     these are set in the Layer Control menu

LTSCALE
     this should equal the plotting scale or, when using Paper
     Space borders it should be 1.  If set wrong dotted lines may
     be printed as solid.

UCS
     Do all your editing in the World Coordinate System.  If your
     cross hairs are not exactly horizontal use UCS W to fix
     them.

ZOOM / PAN
     To enlarge what you see on screen use the ZOOM command and
     draw a window around the area you want to examine.  PAN will
     move around the drawing maintaining the same scale.  ZOOM E
     will show you everything.

TEXT / DTEXT
     Use the DTEXT command to add annotations to the drawing.  A
     text height of 5 seems to be appropriate for the 1:25
     drawings, 8 for 1:40 etc.

DDEDIT / ATTEDIT
     The generated drawing contains no actual text other than the
     point numbers so you must use the ATTEDIT command to edit
     these entities.  In most cases they will need to be EXPLODEd
     first.  DDEDIT can be used for your own annotations.

INSERT
     Symbols such as those used for locus ID and finds are
     INSERTed into the drawing, given a scale (5) rotation (0 or
     90) and text is added at the prompts.  Available symbols
     include:
          FRESCO    COIN      METAL     GLASS     BEAD      BONE 
          LAMP      TEXTILE   FIGURE    LOCUS     CERAMIC   IVORY
          FIND      MARBLE    _EL       _ELEV

ERASE
     Lines, text etc. that you don't want in a particular plot
     can be erased for plotting purposes and then UNDOne after
     the plot is completed.  Don't erase things while ZOOMed in
     to a small area as many entities are linked and you may
     loose more than you expect.  You can use the EXPLODE command
     to separate them.

EXPLODE
     After generation there are very few editable objects in the
     model and no actual text.  EXPLODE separates the grouped
     entities (destroying their intelligence for the model)
     allowing editing.  Once EXPLODEd the following commands can
     be used:

MOVE / COPY
     Pick the object(s), press Enter, pick where the object is
     now, then where you want it to be.

PLOT
     The hardest part of this exercise will be getting what you
     want onto paper.  Each drawing will have one or more borders
     INSERTed into it with views defined for plotting.  If you
     MOVE the border you will have to redefine the view (use the
     VIEW command). 

     You will need to explore the PLOT dialogue box in some
     detail being sure to set the following parameters:

     UNITS     must be MM
     SCALE     1:25 = 1 to 2.5     1:40 = 1 to 4  etc.
          if using Paper Space it will be 10 to 1 but ZOOM .??XP
          will have to be correct
     VIEW      one of PLOT PLAN ELEV or possibly a scale number
     ROTATION  either 0 or 90
     PREVIEW   always do a Full preview before Plotting



data-sch.sn-
                    Data Processing Schedule

You must come with fully prepared General Measurement Sheets if
you want to use your precious time for data input.

Saturday 21 July, 1995

Time  ³ File ³ Entry Team             ³ Task(s)
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15:00 ³      ³                        ³
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15:30 ³      ³                        ³
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16:00 ³      ³                        ³
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Monday 23 July, 1995

Time  ³ File ³ Entry Team             ³ Task(s)
ÄÄÄÄÄÄÅÄÄÄÄÄÄÅÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÅÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄ
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15:30 ³      ³                        ³
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16:00 ³      ³                        ³
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measure.sn-
Humeima '95 Measurement Guidelines              28 February, 1999


A complete database/drawing should include:

1.   Symbols 
     - for all registered finds

2.   Locus volumes
     - Lines defining the top and bottom of each locus
     - at least one bottom elevation 
          * try not to put them all in exactly the same place

3.   Wall Outlines
     - Outlines and top elevations for all walls in the square
     - Both the tops and bottoms of the walls should be
     represented
     - Walls of (even possibly) different phases should have
     separate outlines

4.   Floor Outlines
     - that which is visible of any floor together with a
     representative elevation for that surface

5.   Tumble Outlines
     - Like a locus showing volumes if possible
     - printed elevations are not necessary

6.   Landmark Stones
     - "R", "W", "F", "U" etc. to facilitate the creation of the
     Stone by Stone Drawings

7.   Stone by Stone
     - Drawn over the computer generated stones and outlines
     these will be scanned and added to the square drawing to be
     phased based on the pottery readings and the different
     outlines

8.   Baulk Drawings
     - computer generated linework with hand drawn enhancement

Measurements
     The difficulties that have been encountered with the polar
     measuring system cam be addressed in a number of ways.
       1. use a string and line level to collect angle and depth
          and the tape only for distance
          * tie a loop in one end of a long-enough string through
          which you put the dowel of the rotor before inserting
          it into the rose
       2. change to an X,Y coordinate system (described later)
       3. talk to someone who is getting satisfactory results and
          find out how they are doing it 
          * the main difference seems to be that they tend to
          keep the database up to date on a daily basisP_No  =   Point Number
   - This is a unique number used for sorting purposes.  
   - The points for each object will be drawn in the order
     indicated by these numbers.
   - trouble shooting will be much easier as will data input if
     you write these down on your measurement forms
   - if points are missed they can be inserted using decimals
   - when adding baulk drawing data to your top plan numbers
     start with p_no 1000 to facilitate the drawing of subsets
     (the second baulk drawing could start at 1100 or 2000)

P_Id  =   Point Identifier
   - This field tells Autocad what to do with the point presented
   - The Coded Options
        - There are lists of these codes in the settings sheets
          associated with each trench which must be kept up to
          date and your previous data may need to be updated

        - Current Coding                                         
          SQ - Square Outline, used to tune the coordinate system
          EL - Spot Elevations, prints object name and elevation
          LO - Points Defining a Locus volume
          TO - Tumble Outline
          T  - a stone that is part of a tumble
          WO - Wall Outline
          W  - a stone that is part of a wall
          FO - Floor Outline
          F  - a stone that is part of a floor
          UO - the outline of something not yet identified
          U  - a single Unknown object
          R  - a single stone not part of an outline
          S  - points defining a line of stratigraphy

     Closing or Quitting an object

             - any of the above P_Id will end a line at the last
               point for a given object name (O_Na)
          C  - will Close the shape

     *    CR - Closes an object and rounds the corners with the
               radius defined by the FRAD variable in the
               settings sheet
     *    CF - Closes an object creating a fitted curve through
               all its points
     *    QR - rounds the corners without closing the shape
     *    QF - creates a fitted curve without closing the shape

*    these options will crash the program if all depth values are
     not equal (ie. 0 except for the first)



   - The Symbolic Options
        - These are unlimited.  If a word (less than 8
          characters) is put into this field Autocad will attempt
          to insert a symbol into the model at the point
          indicated.  If there is a type of object you want to
          track let me know.
        - We will not be scaling or rotating these objects so
          only a single point (centre top) is needed to insert
          them.
        - Artifacts found by sifting should be given a point
          within the locus volume
        - The object name (O_Na) for these objects should relate
          to their bucket/registration number
        - Currently Used Symbols
          PLASTER   COIN      METAL     GLASS     BEAD      BONE 
          TEXTILE   FIGURE    CERAMIC   MARBLE    SHELL     LAMP
          FIND - anything else 
        - special stones, such as an inscription block, can be
          drawn as an "R" "F" "U" etc. and given their
          registration number as a name.  Inserting an EL in the
          centre will label it with both name and elevation

O_Na  =   Object Name
        - Everything needs a unique name
        - Symbolic Objects would get the same name as on their
          other tags and labels (minus the decimals ".")
        - Coded objects should be named like loci

          Loci
               L00       locus 00
          - the lines defining the top and bottom of a locus
          volume can now all have the same name as can their
          elevation point.
          - an ideally defined locus will consist of 3 or more
          "L" points (closed) for the top and bottom surfaces and
          an average elevation for the bottom placed in the
          centre.  The resulting symbol will be a clearly defined
          volume with its name and elevation visible for the top
          plan

          Walls
               W01       the outline of the wall identified as
                         Locus 1 in the locus sheets
          - Wall Outlines should be drawn in the same way as
          locus volumes with a series of lines defining the top
          and another defining what is known (not assumed) of the
          bottom
          - Wall elevations should refer to the top surface of a
          area of laid stone.  
          - When giving the elevation of an individual stone it
          should be attached to that stone instead of to the
          outline (if the stone goes so does the elevation).
               W01R01    the first rock in the locus 01 wall of
                         the square

          Tumbles
               T01       an area of tumbled rock identified as
                         locus 01 on the locus sheets
               T01R01    the first landmark rock in tumble 01

          Floors
               F01       a floor identified as locus 01 on the
                         locus sheets
               F01R01    the first paver in floor 01

          Symbols
               95123401  or whatever the registration number
                         happens to be minus any punctuation or
                         spaces ( , . / etc.)

          Elevations should have the same name as the locus they
          describe and will become part of that block.
               L00, W01, T02, F03, U05 etc.

          Stratigraphy
     
          Lines of stratigraphy should be named either for the
          locus defined by that line or the strata number
          starting from the top (00 is the surface).
               S00, S01 etc.
          Other objects (walls, floors, individual stones) to be
          drawn into the baulk will use the same p_IDs as they
          would for the plan drawing but their object names
          should be prefixed with an S(d) where d is the
          direction (N,S,E,W) of the baulk surface from the
          centre of the trench.
               SWW01 = Wall 01 as it shows in the west baulk
               SEW01R01 = Rock 1 of wall 1 in the east baulk
     
LOCUS  =  the Locus field should be filled in for each entry to
          facilitate the queries that will assemble your top
          plans and to provide the link to the locus sheets

ISAT   =  A single letter standing for:
          Installation, Soil, Architecture, Tumble, Object,
          Unknown ??

PH     =  Phasing, use when things that might need to be
          separated later have no other distinction.  Later this
          field will be filled based on dating results

UV_6   =  The Coordinate system used for each point

     Coordinate Systems IDs
          CS0  a point to become the 0,0 of a CS
          CSX  a point on the X axis of an X,Y coordinate system
          CSY  a point in the direction opposite that of the Y
               axis (don't ask)
          CSO  distance only, this is for when you cannot measure
               the 0,0 of the CS

     Coordinate Systems Naming
          CSXd (XY direction) 
               CSXN would be the O_NA of an X,Y coordinate system
               set up to describe the North Baulk
          CSXn (XY number)
               CSX1 would be the O_NA of the first X,Y coordinate
               system set up for some purpose other than baulk
               drawing
          CSPn (Polar number)
               CSP1 would be the O_NA of the first supplimental
               polar coordinate system
          UCSn (User Coordinate System number)
               These are created by the computer from the
               backsight/foresight combinations and should not
               concern the user except for plotting purposes when
               the freezing of layers so named will hide the
               entities created within that coordinate system.
               UCS0 is the starting coordinate system

     Invoking a coordinate system
          a P_ID of "CS" and an O_NA of "-CSX1" will cause future
          coordinates to be based on the X,Y coordinate system
          "CSX1" (the "-" is for sorting purposes)

*    Squares with multiple coordinate systems must have the name
     of the coordinate system in the UV_6 field of the database,
     for each point drawn.  This is not as difficult as it sounds
     as the "fill" routine will keep it up to date and changes in
     coordinate systems need only be entered once.
Baulk Drawings and X,Y Line work

To change to an X,Y coordinate system for baulk drawings or
detailed linework it is necessary to do the following:

  1. stretch a tape measure on the ground or in space along the
     axis of your subject matter (level in the case of baulks)
  2. using the compass rose measure the following:
     1. - the 0 point of the tape 
        - add it to the database as P_Id "CS0" O_Na "CSXn" (n =
          number of the CS)
        * if, for some reason the 0 point is unmeasurable you can
          measure as close to the end as is possible and the
          offset can be entered as P_Id "CSO"
     2. - the other end of the tape 
        - P_Id = "CSX"
     3. - a point to one side of the tape in the direction
          opposite to the desired Y Axis
        - P_Id = "CSY"
        * for baulk drawings this point is simply the depth value
          of "CS0" plus 1
  *  these points must originate with the compass rose with which
     you opened the database.

All points entered subsequent to these entries will be based on
the coordinate system defined by these points

     - values entered in the Angle column will be treated as the
     X coordinate
     - values entered in the Distance column will be treated as
     the Y coordinate
     - values in the Depth column will be treated as offsets,
     either plus or minus, from the plane defined by your new
     coordinate system.
       -  the first value after those setting up the CS cannot be
          zero and should be the offset from the tape to the
          actual face of your baulk 
       -  if the ZNEG variable is set to allow positive depth
          readings a positive value will define the baulk face.
          Positive values are used to describe objects behind the
          tape and Negative values will create objects in front
          of it (protruding from the baulk)

Be sure to change back to the Polar system when you are done. 
This is done by adding a line to the database where the P_Id is
"CS" and the O_Na is the name of the desired coordinate system
(usually the same as your square unless you have multiple
rosettes)


report.sn-
Humeima '95 Spacial Database


I.     Reasons for the experiment

       A.  a desire to build a graphic database linked to the
           other data being generated by the site

       B.  a graphic interface for data access

       C.  an interest in building site-wide models capable of
           responding to specific queries


II.    Known Problems

       A.  Such a system is difficult to build after the fact
           1.  data incomplete, especially coordinates, there
               just are not enough numbers
           2.  inappropriate assumptions about things such as
               right angles prevent the coordination of adjacent
               squares.
           3.  it is possible to recreate coordinates from the
               plotted plans but these values are less precise
               and much slower to enter into a database
           4.  descriptions and associations are buried in field
               books
           5.  often the information is not all in one place
       *   this all adds up to a large job containing numerous
           inaccuracies and omissions

       B.  CAD drafting slow and requires large investments in
           hardware, software and expertise.

       C.  even if it were possible to keep up using conventional
           CAD programs file sizes and regeneration times quickly
           become unmanageable

       D.  CAD files representing large areas or large databases
           limit cooperative work especially on un networked
           machines

       E.  Creation of the links between drawing and database are
           difficult and time consuming


III.   our response to these objectives and problems

       A.  Get the data first hand by capturing all the
           measurements before they become lost in the notes or
           their accuracy is reduced by plotting

       B.  the file size question was addressed by having one
           database / drawing for each square or trench
       
       C.  coordination of the different drawings and databases
           uses a GIS model based on the AutoCad Data Extension
           ADE

       D.  The breakthrough that creates the possibility of
           actually keeping up with the excavation was the
           Automation of the Drafting

           1.  Data was input into a simple database rather than
               directly into a CAD model 
               a.  just numbers and codes are entered
               b.  inexpensive computers can be used

           2.  Once entered the a drawing of the days points can
               be generated within minutes 
               a.  the software makes the decisions about layers
                   and linetypes
               b.  short turn around times allow for confirmation
                   the next day of the previous days points
               c.  provides a scaled sketch pad for the next days
                   note taking

           3.  Because the drawing is a creation of the database
               links between graphics and the other databases are
               automatic and relatively easy to maintain



IV.    Practical Issues

       A.  measurement devices
           1.  software originally designed for data acquisition
               using a total station
           2.  poor archaeologists compromise was a compass rose,
               steel tape & depth rod
           3.  not a totally satisfactory solution

       B.  Organization
           1.  data input sheets
               a.  general measurement sheets
                   (1)   three coordinates
                         (a)  polar from the compass rose
                         (b)  X,Y from based on strategically
                              placed tapes measures
                   (2)   point ID - autocad instruction
                   (3)   object name - database link
                   (4)   locus number
                   (5)   date
               b.  baulk measurement sheets did not prove to be
                   flexible enough for many situations and a
                   modified version of the X,Y system was
                   generally used

           2.  naming conventions are far from being resolved but
               we know that they all names need to be useable as
               filenames (both Mac & DOS)
               a.  Square Name/Numbers
               b.  Object Names
               c.  Find Registration Numbers
               d.  Photographs

           3.  Minimum Requirements (for next year)
               a.  wall, floor & installations
                   (1)   outlines
                   (2)   landmark stones
               b.  tumble outlines
               c.  loci tops, bottoms & elevations
               d.  finds
               e.  stone by stone sketches over the computer
                   generated base



V.     Procedures

       A.  Compass rose was cemented at some relatively high
           point in or near the square and its location and
           elevation surveyed into the overall site plan

       B.  its relationship to the square was calibrated based on
           a comparison of measurements taken with it of the
           staked out square

       C.  points were recorded on data collection sheets and
           later entered into the database
           1.  this works best when the numbers are read by one
               team member to another who is keying in the
               information

       D.  once the data is entered the drawing is automatically
           generated and errors and absurdities weeded out or
           flagged for investigation on site.

       E.  when top plans were needed subsets of the data showing
           particular loci were printed with the different
           elements differentiated by varying linetypes.
           1.  loci were in solid lines with elevations
               automatically inserted at points indicated by the
               recorders
           2.  tumbles and random stones were plotted with dashed
               lines
           3.  architectural elements were plotted using a faint
               dotted line which was later enhanced manually by
               the recorder
           4.  these manually rendered drawings were then scanned
               and vectorized to create the final top plan

       F.  Finds were treated as symbols by inserting autocad
           blocks designated as coin, ivory, metal etc. into the
           drawing at their measured locations and linking them
           to both the geometric database (to which all the
           objects are linked) and to separate databases specific
           to the category in question.

       G.  for Baulks and Detail work a separate coordinate
           system using X,Y measurements was established allowing
           for greater speed and accuracy when fine measurements
           were required
           1.  this was done by laying out a tape measure and
               establishing its coordinates based on the radial
               measuring system



VI.    Problems encountered

       A.  measuring devices were not up to the conditions
           1.  accuracy can be adequate for wall outlines and
               locus volumes but often gave unsatisfactory
               results for individual stones
           2.  poor results attributed to
               a.  high winds
               b.  tapes ceased to lock
           3.  other solutions will be found before next year
               a.  electronic theodolite for final top plans and
                   detailed work
               b.  modified manual device for each trench's daily
                   measurements

       B.  data entry congestion
           1.  these procedures worked when there was regular
               feedback, take some points, see the results and
               adjust your technique accordingly
           2.  those who kept their records current consistently
               had the better results

       C.  final plan generation
           1.  even the relatively simple tasks of annotation the
               drawing and getting it on to paper considerably
               overextended our single CAD machine (and operator)
               and would have swamped him if everyone was keeping
               up.


VII.   Next Year

       A.  total station &/or theodolite mounted visible laser

       B.  several data entry machines

       C.  at least two CAD machines, one for drawing generation
           and the rest for the excavators to tune their drawings
           to their muhdeers specifications

       D.  at least two CAD knowledgeable participants to help
           train the others

       E.  A detailed manual detailing 
           1.  what is expected of the excavator
           2.  naming standards
           3.  point taking techniques
           4.  an explanation of the benefits accruing from the
               model thus created


VIII.  Software

       A.  Autocad (r12) as the graphic engine
       B.  Autocad Data Extension (ADE) for GIS functionality
       C.  dBASE III for Data Entry
       D.  TernOvly for Raster handling and vectorization
       E.  D2L beta software for drafting automation 


scans.sn-
Humeima Scans

Tern #    Hum #     Description

95030001  93f102    Plan of Complex
95030002  89st68    Nabatean Cistern - Structure 68
95030003  89st62    Roman Reservoir
95030004  89st77    Bath Building - structure 77
95030005  89st62a   Roman Reservoir - structure 62
95030006  89st63    Nabatean Reservoir plan & section NW corner
95030007  89st63a   Nabatean Reservoir top plan
95030008  hum-site  Map of Structural Remains
95030009  89st6768  structures 67 & 68
95030010  89str77a  Bath - various sections
95030011  93e116    Fort Plan
95030012  __c101    Conjectural Reconstruction
95030013  93f103    Plan of Palace
95030014  93b100    Plan of Complex
95030015  93c101    Lower Church Complex
95030016  93f103a   Mosque Plan
95030017  92f102    Plan of Complex
95030018  fresco    Fresco Decoration Reconstruction
95030019  93c119    Upper Church Preliminary Plan
95030020  93e116a   "Fort  section & Trench ""F"""
95030021  92a104    "High Place Tomb, Plan & Section"
95030022  __tr09    Trench 9
95030023  __tr07    Trench 7
95030024  hum-plan  Humeima General Plan
95030025  93c101a   Church Plan
95030026  93f103b   Qsar Partial Plan
95030027  93f103c   Qsar Plan Squares 89 90
95030028  93f103d   "Qsar Probes 1, 2 & 3"
95030029  93e116b   "Fort Trench ""C"" elevation"
95030030  93e116c   "Fort Trench ""A"" elevation"

Scans of 1995 Top Plans

current name        proposed name

B10021.PCX          95B21.MIL
E116D.PCX           95E1D.MIL
E116G19.PCX         95G19.MIL
E116G32.PCX         95G32.MIL
E116G41.PCX         95G41.MIL
E116G56.PCX         95G56.MIL
E116G57.PCX         95G57.MIL
E116G57B.PCX        95G57B.MIL
E116G64.PCX         95G64.MIL
E116G81.PCX         95G81.MIL
E116H40.PCX         95H40.MIL
E116H41.PCX         95H41.MIL
E116H43.PCX         95H43.MIL
E116H52.PCX         95H52.MIL
E116H53.PCX         95H53.MIL
E12201.PCX          95E21.MIL
E12202.PCX          95E22.MIL
E12206.PCX          95E26.MIL
E1225.PCX           95E25.MIL
F10214.PCX          95F214.MIL
F10215.PCX          95F215.MIL
F10216.PCX          95F216.MIL
F10217.PCX          95F217.MIL
F10372.PCX          95F372.MIL
F10381.PCX          95F318.MIL
F10385.PCX          95F385.MIL
F10391.PCX          95F391.MIL
F10392.PCX          95F392.MIL
F10392B.PCX         95F392B.MIL
F10394.PCX          95F394.MIL
F10396.PCX          95F396.MIL
F103PR02.PCX        95F3P2.MIL
F103PR04.PCX        95F3P4.MIL
SF14.PCX            95F214.MIL
SF15.PCX            95F215.MIL
SF16.PCX            95F216.MIL
SF17.PCX            95F217.MIL


squares.sn-
Drawing/Database Status                              10-12-1995

dbf     rose    north   elev      folk                Fi Lo Ou Tp Ba Er 

E116 North                                            Fi Lo Ou Tp Ba Er 
SG19    sg19    270.0   963.36    Erik               ³0 ³x ³x ³  ³0 ³2 ³
SG32    sg32    175.5   963.26    Barb R             ³0 ³x ³x ³  ³1 ³1 ³
SG41    sg41    355.8   963.12    Erik               ³0 ³x ³x ³  ³0 ³4 ³
SG52    sg41    355.8   963.12    Erik               ³0 ³x ³  ³p ³0 ³0 ³
SG64    sg41    355.8   963.12    Erik               ³0 ³  ³  ³p ³0 ³0 ³
SG56    sg56    188.5   963.20    Alex               ³x ³x ³x ³x ³0 ³0 ³
SG57    sg57    98.0    963.21    Barb F             ³x ³x ³x ³x ³2 ³0 ³
SG81    sg57                      Barb F             ³0 ³- ³- ³x ³0 ³0 ³

E116 South                                            Fi Lo Ou Tp Ba Er 
SH40    sh40    50.5    960.81    Paul S             ³0 ³x ³x ³  ³0 ³0 ³
SH41    sh41    104.2   961.40    Paul S             ³0 ³x ³x ³p ³0 ³0 ³
SH42    sh42            962.06    Fatima             ³0 ³x ³x ³p ³2 ³0 ³
SH43    sh43    91.0    961.86    Bob                ³0 ³x ³x ³p ³0 ³1 ³
SH52    sh42    104.2   961.86    Mark               ³0 ³x ³x ³x ³0 ³0 ³
SH53    sh42    104.2   961.86    Bob                ³0 ³x ³  ³p ³0 ³0 ³

E121                                                  Fi Lo Ou Tp Ba Er 
SE02    se02    178.4   960.52    Denine             ³0 ³x ³x ³p ³0 ³0 ³
SE03    se02      "     960.52    Joel               ³0 ³x ³x ³  ³2 ³0 ³ 
E07     se02      "     960.52    Denine             ³1 ³x ³x ³p ³0 ³0 ³

E122                                                  Fi Lo Ou Tp Ba Er 
SE21    se21            957.83    Kyrea              ³0 ³1 ³x ³x ³1 ³0 ³
 SE22   se22            958.19    Joel               ³0 ³x ³x ³x ³1 ³0 ³
SE24    se26            958.17    James              ³0 ³  ³  ³p ³0 ³0 ³
SE25    se25            958.16    Francise           ³0 ³x ³x ³x ³1 ³0 ³
SE26    se26            958.17    Dennine            ³0 ³0 ³  ³x ³0 ³0 ³

F102                                                  Fi Lo Ou Tp Ba Er 
SF14    sf14    140.1   956.37    Mark               ³0 ³- ³x ³x ³0 ³3 ³
SF15    sf15    317.2   956.24    Francise           ³0 ³1 ³x ³x ³0 ³0 ³
SF16    sf16    304.7   956.86    James              ³0 ³0 ³x ³x ³« ³0 ³
SF17    sf16    304.7   956.86    Francise           ³0 ³0 ³x ³x ³0 ³0 ³

F103                                                  Fi Lo Ou Tp Ba Er 
RM02    rm02    28.5    956.49    Joanne, Vicki      ³x ³x ³x ³x ³0 ³0 ³
SF72    sf72            955.94    Ken                ³0 ³x ³0 ³p ³0 ³0 ³
SF81    sf81            955.58    Ted                ³0 ³x ³0 ³  ³0 ³0 ³
SF83    sf94    30.4    956.04    Ken                ³x ³x ³x ³p ³2 ³1 ³
SF85    sf85            955.53    Paul V             ³x ³x ³x ³  ³0 ³13³
SF92    sf92    309.5   956.45    Paul V             ³1 ³x ³x ³  ³0 ³1 ³
SF94    sf94    30.4    956.04    Ken, Paul V        ³x ³x ³x ³  ³0 ³3 ³
SF96    sf96    296.5   956.45    Ted                ³x ³x ³0 ³  ³2 ³1 ³
SF101   sf101i  159.0   954.96    Ted                ³0 ³x ³- ³p ³  ³0 ³


Files Referenced for sn-
  • g:\hum95a\a-hum95.SN-
  • g:\hum95a\ACOR.SN-
  • g:\hum95a\AUTOCAD.SN-
  • g:\hum95a\DATA-SCH.SN-
  • g:\hum95a\MEASURE.SN-
  • g:\hum95a\REPORT.SN-
  • g:\hum95a\SCANS.SN-
  • g:\hum95a\SQUARES.SN-


  • Up Index Cover

    Inquiries to: cart@nickerson.icomos.org
    Generated Sun Jan 23 12:57:38 2000 by: CART Computer Aided Recording Tools