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With these products and tools as a dependable base, a number of computer carto graphical programs were developed for informational display purposes within the city and the county. These are choropleth mapping, dot mapping, and street network map ping all with a pen plotter. Additional mapping programs utilized but not developed locally include CHORO, jj GRIDS, \J and SURFACE. £/ The graphics software developed locally is all written using a graphic output system called GRAFPAC II. GRAFPAC II consists of about forty FORTRAN subroutines designed to communicate graphic output information from a compiler-level language to a graphic output device. The system has been implemented on IBM, Honeywell, and CDC computers and a number of different plotters including Calcomp, Benson/Lehner, and UCC. Although thorough doc umentation is not known to exist, the basic documentation of the subroutines as im plemented in Kansas City has been completed. GRAFPAC II has its origins in a set of specifications proposed by the SHARE Standard Graphic Output Language Committee entitled GRAFPAC, Specifications for Standard Graphic Output Subroutines. 6/ GRAFPAC software was originally written at the University of Kansas by Dr. F. James Rohlf and others. A major rewrite of the early software by Carl Youngmann and Stephen Hollis at the Institute for Social and Environmental Studies resulted in GRAFPAC II. We are utilizing a slightly modified version with several local additions. CHOROG is a FORTRAN mainline with subroutines designed to produce choropleth maps on a pen plotter. The input consists of SYMAP-type outlines of each area, data values for each area, legend information, and a set of parameter cards establishing various map characteristics, data classes, and shading patterns. A typical map of Wyandotte County produced on a layout of typewriter page size requires about five minutes time on an IBM 370/l 1l5 under DOS/VS and about ten minutes plotter time on a Calcomp 905/ 936 system. Of technical interest in CHOROG is the method used to shade polygons and to describe the shading. In order to clarify following terminology, each polygon is to be shaded with a particular "pattern" of lines where each "pattern" consists of one or more "shades." Each "shade" is a set of evenly spaced parallel lines. The description of the pattern for a particular data class consists of one or more five digit codes each of which describes a shade. The five digit code has the following interpretation: Digit 1 - the pen or "color" number for this set of parallel lines (zero implies that the shade is blank and no lines are drawn). Digit 2 - the coded angle (counter-clockwise from the positive X-axis) of the lines. Digit 3 - "the spacing in hundredths of inches between succes- and h sive lines (zero is interpreted to mean one inch). Digit 5 - "the coded fractional offset from normal at which to begin drawing the evenly spaced lines. The explanation of digit 5 is obscure at the very best, and can best be explained by its usage. In order to improve the appearance of an output map it is desirable to have adjacent polygons with identical patterns have their shade lines merge at the boundaries rather than miss by a random distance. To allow for this cosmetic refine ment in the output all shade lines begin at an appropriate integer multiple of their spacing parameter (digits 3 and U) from the origin of the coordinate system used to define the map. This alone, however, will not accomodate a pattern consisting of two shades which are co-parallel and which require alternating lines to be of different pen widths or colors. One of those sets of parallel lines must begin at the integral multiple of the spacing plus one-half of the spacing. Patterns with three sets of co- parallel shades require additional offsets of one-third and two-thirds for two of
the shades. Digit 5 is a coded number which allows the offset spacing required for this type of shading. DOTMAP is a FORTRAN mainline with subroutines designed to produce dot maps on a pen plotter. DOTMAP does not produce maps from point data which would then be clustered into "dots" as one might suspect. Rather, it provides another means of displaying data aggregated by area. For each polygon in the map a number of dots is calculated from the input data value for the polygon. This number of dots is ran domly distributed and mapped in the polygon. The input is identical to input for CHOROG with two exceptions. The definition of class levels and their corresponding patterns are replaced with the number of "things" to be represented by a single dot. The other exception involves a modification which has been implemented but is not thoroughly tested at this time. It concerns the input of "exclusion polygons." The input of one or more exclusion polygons defines areas on the map in which no dots are to be placed. This modification is being made at the behest of users who did not appreciate dot maps displaying people living in the middle of the county lake or with residential housing units in the airport runways. MAPDIME is a loose-knit collection of FORTRAN mainline programs with subroutines which map sections of the DIME file and optionally label streets with their name or other information, optionally draw node numbers at nodes, and optionally draw charac teristically distinguished network lines with different colors or pen widths. Input to the programs consists of a DIME file and a total of two parameter cards. Addi tional input locally consists of our contour node file mentioned earlier. Parameters governing the placement of street names on network segments are embodied in the soft ware but could easily be input. The parameters will not be explained in detail in asmuch as they are actually an implementation of a set of rules constructed to locate street names in an acceptable manner on an output map. These rules apply to an ordered set of segments which are linked end to end and which all have the same name. The software provides each such "chain" of segments (complete with name and coordi nates) to the subroutines which label the segments. Multiple consecutive blanks are compressed within the name. The standard character size and the minimum character size are established at input. The rules of name placement follow. 1. Each segment with a length greater than a parameter- specified distance will have the name plotted on it. 2. The accumulated length of a series of segments on which no name is plotted cannot exceed a parameter- specified distance. 3. Each series of connected segments must have a name plotted on at least one segment unless the longest segment in the series is less than a parameter- specified distance. h. Names are plotted on single segments and do not pass over endpoints unless the length of the name exceeds the length of the segment on which it must be plotted. 5. An attempt is made to plot all names on segments which will hold the name without reducing character size. In the event this is not possible, the char acter size and the spacing between characters is reduced within limits to make the name fit.
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sBuipaaoojd paj.sgsse-ja).nduioo uo
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of the international symposium on c
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PREFACE The. te.chnic.at oAticJteA
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Seminar on Statistical Mapping . .
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CHARGE TO THE CONFERENCE William B.
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CONCLUSION Summing up, the introduc
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INTRODUCTION MAP DESIGN Arthur H. R
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Because it will help to emphasize a
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The main idea behind the communicat
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INTRODUCTION A CHALLENGE TO CARTOGR
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manner: The authors have attempted
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But just how new is the concept of
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Clearly the ability and the desire
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The third step is the DECISION stag
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He went on to call for the creation
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VISIONS OF MAPS AND GRAPHS William
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intution, rule of thumb, and a kind
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(Of course it might be that some ca
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How stable, for example, are the re
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Henry ¥ Castner and Arthur H. Robi
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General Session Papers Introduction
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WALP0 T08LER has been with the. Geo
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INTRODUCTION A GEOGRAPHIC AND CARTO
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In addition, numerous administrativ
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DELINEATION OF STATISTICAL AREAS Su
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which exist around the central citi
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distribution of school children by
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INTRODUCTION CONTEMPORARY STATISTIC
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tial relationships of cropland acre
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Figures 3 and k. At least part of w
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AESTHETICS AND MAP COMMUNICATION Th
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As a case in point, study the three
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ABSTRACT CHARACTER OF A MAP TOPOLOG
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epresents the operator composition
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Thus a contour lies between two of
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(2) From this table compute plane c
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4: A Topogtuipkic. 1970 POPULRTION
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county map of the United States has
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If. D. Kendall, "Construction Of Ma
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By the way, graphs used for the var
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c. Suppose that maps are constructe
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Graph2: MEDIAN INCOME IN 1949 OF FA
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adults (see Yule and Kendall, 1950,
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original GRP, and a scale of tens h
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them (or in semi-logarithmic charts
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(iiaphll USA (1840, 1900, I960) Per
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ooooooooooooo< 4 DD 4 D 4 C 4 ooooo
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INTRODUCTION THE CHALLENGE OF MAPS
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Gilligan and Amendola here in the U
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handicapped will be better served b
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REFERENCES 1. Professor James F. Go
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INTRODUCTION MAP GENERALIZATION: TH
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map, symbols can be assigned and th
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that simplification of lines result
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Map 3a. .01 Map 3b. .30 Map 3c. .60
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75,000
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As mentioned earlier, most surface
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exponentially with the number of po
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Panel Discussion on Experiences in
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C. GENE JOHNSON iA chie.fi ofi the.
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And in talking about the possibilit
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INTRODUCTION DECISION DAY FOR AUTOM
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THE ORDNANCE SURVEY This organizati
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AUTOMATED CARTOGRAPHY AT THE U. S.
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Two steps of choropleth mapping hav
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The identification subsystem will u
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AUTOMATED CARTOGRAPHY IN THE NATION
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GEODETIC CONTROL MAPS The National
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SEMINAR ON STATISTICAL MAPPING This
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INTRODUCTION STATISTICAL ACCURACY A
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was purposely conventional. The low
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F;VL - FIVE 7 FIVE 9 FIVE M FIVE 16
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classes tended to smooth out the bl
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TABLE III. OVERALL ACCURACY OF THE
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epresentation of statistical relati
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7. G. Jenks and F. Caspall, "Error
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7. A -6eo£con oft the. UrUte,d Sta
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3. Two boie map* pAepaAed tfoA paAt
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Figure 5 are generalizations of the
Page 164 and 165:
City Selection The twenty largest m
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Dot distribution maps are used for
Page 168 and 169:
plate. Pages with isopleth maps and
Page 170 and 171:
THE URBAN ATLAS PROJECT: HISTORICAL
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The feasibility of such a project,
Page 174 and 175:
SCALE Since the primary purpose of
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LINE-WEIGHT The line-weight of the
Page 178 and 179:
SEMINAR ON MAP REAPING ANV PERCEPTI
Page 180 and 181:
perception using the. basic oAAumpt
Page 182 and 183:
an attempt to reach a re.atistic mo
Page 184 and 185:
Census of Agriculture, the Census B
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maps. Research cartographers have m
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Five shades in black and white or c
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Ve selected this scheme for use in
Page 192 and 193:
The important shift that has occurr
Page 194 and 195:
For a good many years, researchers
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So far cartographic research in map
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This will be a difficult order, eve
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This is equally true of many aspect
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AN ANALYSIS OF APPROACHES IN MAP DE
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the clues that you get in the visua
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take immediate action to correct th
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• BASE MAPS PLANIMETRIC TOPOGRAPH
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as the one in the front of the room
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INTRODUCTION CURRENT RESEARCH IN TA
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D.B.RH. NEIGHBORHOOD MAP Key ;to m
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3. GENERAL REFERENCE MAP OF THE UNI
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tions were noted for both practiced
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for the single lines, ranging from
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INTRODUCTION THE OPTIMAL THEMATIC M
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eye comes to rest for at least 2/10
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The 20 reconstructed maps were then
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307 302 Figure. 10. TkeAe. two tKLc
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~i 12. The^e, dote -6how the. locat
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INTRODUCTION THE MAP IN THE MIND'S
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VALUE OF RETAIL TRADE SURPLUS LOCAT
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has a prominent role in goal specif
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the subjects some elements are domi
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a sound explanation for it. A secon
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Finally, one of the most interestin
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INTRODUCTION IN PURSUIT OF THE MAP
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producing a personal image fictitio
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individuals chosen appear from the
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screen gray area and its perceived
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There are a number of questions whi
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Note, first, that the four areas wi
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18. Stevens, S.S. (Geraldine Steven
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PER CAPITA INCOME: 1 970 3.
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MICROFILM OUTPUT This film is a typ
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ANAHEIM-SANTA ANA- GARDEN GROVE, CA
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ANAHEIM-SANTA ANA- GARDEN GROVE, CA
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NUMBER OF AMERICAN INDIANS COUNTIES
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HOUSING UNITS BUILT BEFORE 1950 - W
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NESTED CATEGORIES EMPHASIS ON EXTRE
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Seminar on Uses of Color Introducti
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In theJji pne*entation f "Tke- Sele
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INFORMATION PROCESSING AND RECALL T
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The great 19th century physicist Ja
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general, there is a tendency for a
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THE SELECTION OF COLOR FOR THE U.S.
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mixes for CIA with the formulas on
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Red Cyan Yellow Other Color Agrocli
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Red Cyan Yellow Other Color Rural P
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Administrative Divisions, p. 58 —
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spaced in hue, such as this sequenc
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THE ORGANIZATION OF COLOR ON TWO-VA
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diagonal. (See Figure 18, page 265
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CONCLUDING COMMENTS Finally, there
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Seminar on Automation in Cartograph
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The. majoA tkAaAt o& the. TopogAaph
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Subcontracted work has until now ge
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Software development before 1970 di
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INTRODUCTION INTERACTIVE CARTOGRAPH
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Our system assumes that automated c
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can be taught to correct some, at l
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this, very little attempt has been
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The vast increase in speed (about t
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Data Management System 1100 (now us
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APPENDIX B: A BRIEF DISCUSSION OF H
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CO-ORDINATE SYSTEMS AND TRANSFORMS
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A digital data bank comprises colle
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The second advantage is particularl
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The production of maps, however, re
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Things become more complicated with
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For less high quality we plan to el
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One of the most important facts in
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SEMINAR ON AUTOMATION IN CARTOGRAPH
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pAoje,ct at the. LaboAatoAy fioA Co
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Master Enumeration District List (M
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as seen in Figure 1. The resulting
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(X). Implicitly this problem is ide
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6. Fou/i data. po^ntA loc.at
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F-tgote 7. Cteecf and open Thxte64e
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INTRODUCTION TOPOLOGICAL INFORMATIO
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Topological notation emphasizes the
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NEW PROCEDURES In particular, many
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-INTRODUCTION CONTOURING ALGORITHMS
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The second step is the estimation o
Page 364 and 365:
1111 T ? ^ ? Weighting Function F-c
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obtainable. An algorithm which fait
Page 369 and 370:
Seminar on Land Use Mapping Introdu
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de.veJtopme.nt and availability ofi
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Image. pAocessing te.chniqu.eA oAig
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INTRODUCTION LAND UNIT MAPPING WITH
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MANAGEMENT COMPONENTS • Highly de
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SOURCE MAP CHARACTERISTICS WRIS has
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Polygon boundaries to be digitized
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less than 10 minutes. This speed wi
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6. Diello, Joseph, (1970), The Evol
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the map is only peripheral at prese
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THE NATURE OF PROPERTY TAXATION TAX
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The maps are actually parts of an i
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5. Commonwealth of Massachusetts, D
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LANDSAT image, a stereoscopic pair
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The climate of the area is moderate
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The developed formula of peak runof
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This coordinate system is shown on
Page 403 and 404:
The drainage basin maps show the ac
Page 405 and 406:
BLOCK #24-21 (continued) 3. 153 Del
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SQUARE 2 1 ^ i 7 2 —— ~1T ~6^ 8
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24-21 msv -Co 75° 12' 40° 38' X =
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24-21 75°I2' 40°38' X = 1851968.7
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24-21 75° I2 1 40°38 X= 1851968.
Page 415 and 416:
BRIEF ANALYSIS OF THE USERS The req
Page 417:
6. Halasi-Kun, G. J. (1975), "Water
Page 420 and 421:
SEMINAR ON IWTERACTIl/E MAP EPITING
Page 422 and 423:
0/ES SHEPHERD o$ the. U.S. Amy Engi
Page 424 and 425:
Youngmann (1972), Peucker (1973)> a
Page 426 and 427:
developed in other areas, to the so
Page 428 and 429: 7. Christian!, E. J., et al., 1973>
Page 430 and 431: NEIGHBORHOODS MAP EDITING USING A T
Page 432 and 433: FUTURE RESEARCH Every field in a DI
Page 434 and 435: 3. "Hie fiundanuintal noA.Qkbonhood
Page 436 and 437: 7. Tkn dua£ $fw.pk aA.ou.nd ueA^ex
Page 438 and 439: INTRODUCTION GDIS VS. CUE: A LOOK A
Page 440 and 441: 3. Douglas County Auto Title/Regist
Page 442 and 443: 3. The lack of broad based local go
Page 444 and 445: that intergovernmental cooperation
Page 446 and 447: 2. Inquiry by address - The fields
Page 448 and 449: cities throughout the United States
Page 450 and 451: REQUEST 1 DIME FILE RECORD U P D A
Page 452 and 453: REQUEST 3 DIME RES P 0 N S E S C R
Page 454 and 455: REQUEST 7 DIME RE S P 0 N S E S C R
Page 456 and 457: INTRODUCTION AN INTERACTIVE GBF CRE
Page 458 and 459: equiring a GBF in a slightly differ
Page 461 and 462: Seminar on Urban Information System
Page 463 and 464: 1/ICT0R PA I/IS oi the. Ci£y ojj A
Page 465 and 466: INTRODUCTION ANALYTICAL MAPS FOR SC
Page 467 and 468: coordinates (referred to as rectili
Page 469 and 470: The map of Figure 3 shows the bound
Page 471 and 472: Figure 4 BLACK STUDENT ASSIGNMENTS:
Page 473 and 474: Maps based on student-allocation mo
Page 475 and 476: housing development per every stude
Page 477: COMPUTER MAPPING AND ITS IMPACT ON
Page 481 and 482: The most frequent use of computer m
Page 483 and 484: \ \ / ,.L5_i / /hjgj-->-»• VJ1 .
Page 485 and 486: B g TM BT BSTH TER M B8TH TfH M SBT
Page 487 and 488: GRAFPAC Subroutines ADVANG - ADVANG
Page 489 and 490: TABDVG - TABDVG initializes that pa
Page 491 and 492: several decades increasing amounts
Page 493 and 494: Automated Evolution of the Time Fac
Page 495 and 496: It merits noting that operators and
Page 497 and 498: So as to be consistent with the pre
Page 499 and 500: INTRODUCTION GEOLOGICAL INFORMATION
Page 501 and 502: or values (weights) to the presence
Page 503 and 504: factors are depicted in shades of g
Page 505 and 506: Proper use of UNIMATCH, however, fr
Page 507 and 508: INTRODUCTION THE CONGRUENCE BETWEEN
Page 509 and 510: By 1968 SACS had been conceptually
Page 511 and 512: in an engineering precision. Inhere
Page 513 and 514: Seminar on Data Structures Introduc
Page 515 and 516: *cheme* oft aggregation present and
Page 517 and 518: (Clement, 197*0> etc., have all bee
Page 519 and 520: A line of n points can be subdivide
Page 521 and 522: LINE GENERALIZATION The theory of t
Page 523 and 524: shortened to close to half by const
Page 525 and 526: DOUBLE LINE AND OTHER LINE SYMBOLS
Page 527 and 528: INTRODUCTION APPLICATIONS OF LATTIC
Page 529 and 530:
The computation of intersections is
Page 531 and 532:
CARTOGRAPHIC DATA BASE DESCRIPTION
Page 533 and 534:
Cartographic data for the United St
Page 535 and 536:
P/iopo-i ecf D M S Output Decimal S
Page 537 and 538:
BASE CATEGORY IV - TERRAIN SURFACE
Page 539 and 540:
objectives of a specific data base.
Page 541 and 542:
COORDINATE POINT DIRECTORY Coord. 4
Page 543 and 544:
7\ POINTS Ident. (Name) CHAIN GROUP
Page 545 and 546:
Some of the attributes of a topolog
Page 547 and 548:
Seminar on Automation in Cartograph
Page 549 and 550:
infrastructure, and human resources
Page 551 and 552:
negative and repel each other. This
Page 553 and 554:
THE GRIMAS SYSTEM APPLICATION softw
Page 555 and 556:
GRIMAS SYSTEM FLOW: PLOT -CONTROL/
Page 557 and 558:
All object classes have locational
Page 559 and 560:
PROJECT BAR CHART TR M E S T E R RR
Page 561 and 562:
To get a flexible system it was dec
Page 563 and 564:
E. - Topography 80 Man-Hours F. - G
Page 565 and 566:
The goal described above is further
Page 567 and 568:
1. With respect to the dimensional
Page 569 and 570:
561 BRRSIL FUNDRCRO I.B.G.E. DIRETO
Page 571 and 572:
SPECIAL AND THEMATIC MAP SERIES The
Page 573 and 574:
As to geodetics and topography, the
Page 575 and 576:
THE AIR FORCE MINISTRY: ELECTRONICS
Page 577:
URBAN AND RURAL, TECHNICAL AND FISC
Page 580 and 581:
APPENDIX I AUTO-CARTO II STAFF AND
Page 582 and 583:
Robert T. Aangeenbrug Department of
Page 584 and 585:
H. G. Barnum University of Vermont
Page 586 and 587:
Kurt E. Brassel Assistant Professor
Page 588 and 589:
James M. Collom Cartographer NOAA N
Page 590 and 591:
James F. Dixon Assistant Director G
Page 592 and 593:
John B. Fieser Program Specialist U
Page 594 and 595:
Terry W. Gossard U.S.D.A. Forest Se
Page 596 and 597:
Daniel E. Holdgreve 507 Kibler Circ
Page 598 and 599:
Olaf Kays Asst. Program Mgr.-RALI U
Page 600 and 601:
Gary Lewis Graphics Coordinator Tet
Page 602 and 603:
S. E. Masry Assoc. Professor Univer
Page 604 and 605:
David C. Mowbray Head, Map Informat
Page 606 and 607:
Thomas K, Peucker Assoc. Prof. , Si
Page 608 and 609:
William R. Roseman Vice President I
Page 610 and 611:
Lee Henry Slorp Miami University, D
Page 612 and 613:
G. L. Thornton Research and Develop
Page 614 and 615:
Dean P. Westmeyer Cartographic Edit
Page 616 and 617:
APPENDIX III AUTHOR AND TITLE INDEX
Page 618 and 619:
Contemporary Statistical Map6: Evid
Page 620 and 621:
Martell, Alberto Torfer (Automation
Page 622:
Van Driel, Nicholas (Ge.ological In
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