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A Geometric Methodology :for Archaeological Survey: An Alternative. to Statistical and Ethnological Approaches
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Robert M. Thorson Geology/Geophysics Program and Museum
University of Alaska Fairbanks, ~~aska 99701
Glenn H. Bacon Alaska Heritage Research Group, Inc~
P.O. Box 397 Fairbanks, .Al~,ska 99707
Mark Standley Anthropology Pro9ram University of Alaska
Fairbanks, Alaska 99701
April 1984 ,
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.Abstract
Reconnaissance archaeological survey of large areas must
follow strategies designed to maximize the potential for site
discovery using limited time and resources. Two current
approaches, an inductive one based on ethnographic comparisons
<the direct historical approach) and a statistical one, bas~d on
probabilistic sampling, are both widely applied; both have severe
linctations. A third alternative, a geometric reduction method,
provides a more workable approach to reconnaissance archaeological
survey. This method views survey units as three dimensional
bodies of earth materials from which two dimensional surfaces·
(RplaneS~), linear featureS (RlineSW) and Small VOlUmeS
c•points") eaa£ be determined and ranked in order of importance.
Abstracted points and linear survey locales are then used to
focus survey efforts. Th~ high correlation between the
distribution of a sample of known 1\.J.askan archaeological sites and
"points" strongly supports the validity of the proposed strategy.
Application of the geometric reduction method to a previously
surveyed area in northeastern Alaska also suggests that the
apptoach is valid. . .
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Introduction
Given the problem of limited field time, a function of
field costs and short fi~ld seasons, researchers jn the past have
attemped to narrow the research universe by abstracting a comple~
environment in terms of (1) two-dimensional grids, (2) biological
mosaics, (3) projection$ '~f ethnographically described land-use
patterns, C4) learned survey behavior or experimental inductive
approaches, and (5) combinations of the foregoing. Biological
approaches are made difficult due to differences in definitions
of such concepts as ecotones and to problems implicit in the
identification of meaningful resource strata. Problems in the
application of uniformitarian principals occur when attempts are
made to predict probable site locations on the basis of
ethnologically derived exploitative and settlement patterns •.
There is no assurance that modern patterns reflect or parallel
past ones. The strength embodied in the uniformitarian principal
. 1 . . . ~ t k 1s • so 1t$ g;ea~es wea ness. A direct random statistical
sampling is a proven powerful method for problem solving, but it
is difficult to secure a meaningful (statistically significant)
sample for large survey regions. It is also difficult to
translate results into environmentally meaningful units (strata)
so that extrapolaeion can be made from a surveyed unit to a
non-surveyed unit.
It is clear that none of the currently popular techniques
solve all the problems of regional archaeological survey effortst
neither does the one presented here. In the United States such
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surveys are n~arly alw~ys conducted in the context of cultural
resource inventories. These inventories often begin with a
baselino reconnaissance l2Vel survey designed to establish a
cultural-historical co~t~xt within which to evaluate the
historical significan~e of each sit2 in the region. Reconnaissance
surveys often focus on regional culture histories rather than
predictive modeling for site spatial distribution. This paper
introduces an approach to regional reconnaissance survey which is
methodologically valid, ~eproducible, and easily applied to
regions of varying size anc.i. terrain condition.
The most common regional survey methodology utilizes the
direct historical approach. This methodology uses an inductive
technique in which archaeologists use comparisons with
ethnographic accounts to focus their survey in certain areas or
in paleogeographic settings comparable to those documented
ethnographically as activity foci. In the context of this
approach, archaeologists concentrate their survey efforts in
set.tings which modern or early historic peoples utilized. Quarry
sites, game lookout sites, and river portages are but a few
examples. The direct historical approach has the advantage of
being easily applied, but has at least one serious drawback. If
comparisons with only historically or ethnohistorically recorde~
peoples are used, one uust assume that the subsistence patterns
or lifeways of ancient peoples were comparable to those
documented ethnographically. This uniformitarian assumption is
justified only in its most general sense in that all past
populations must have had access to water, food resources, and
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shelter.
The other common approach to regional si:'te survey is the
statistical one~ Here the goals are to find where sites exist
through systema.tic or random sampling. An. advantage of thi.s
technique is tha.t it can indicate to archat.:"Ologists where sites aLre
not as well as where they are. Unfortunately this technique is
virtually unworkable in large poorly documented areas where
variations in surface conditions prohibit informed representative
sampling. Where surfacf~ exposures are poor, because of dense
vegetation, thick organic soils, or impenetrable surface horizons
such as ferricrete, calcrete, or permafrost, sites are usually
not discovered. Thus, this theoretically sound technique
commonly results in site distributions with a stronger correlation
to surface exposure conditions than to ancient subsistence and
settl~~ent patterns. Another serious drawback to this technique
is that it is strongly skewed to relatively recent sites due to a
differential preservation bias in favor of recent sites. Thus,
prediction or probability statements about where sites are located
may not accurately represent the dis'tr ibution of ancient sites.
Less its highly useful predictive aspect, the statistical approach
is not much stronger than the direct historical approach, and in
some cases it could be less useful. Another major problem with
the statistical approach is that in field situations the final
selection of subsurface testing locales is often based on the
uniformitarian inductive approach described above.
Various sampling designs for large area archaeological
reconnaissance surveys have been widely used only relatively
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recently; and arguments have been advanced for a number of survey
t t ~ 1,2,3,4,5,6,7
s ra eg1es • Almost all statistical sampling
schemes for large areas employ the concept of survey warea".
One must question whether statistical approaches related to .
•area• are meaningful for any survey other than surface survey.
One might also ask whether statistical sampling is a workable
concept for large three-dimensional archaeological survey
problems. These questions are' not often discussed, and rarely 2-d ~ r~ ' ...
does one encounter the concept of archaeological surveys1as a
three-dimensional problem.
These questions take on added meaning when an attempt is
made to answer them for reconnaissance surveys of large regions~
S7Jch as those in Alaska. Given a typical survey area in excess
of 100 square kilometers, and given a sediment depth ranging up
to tens of meters thick, the volume of potential culture bearing
sediments is in the millions of cubic meters. Archaeologists have
been unable to agree on the minimum meaningful sample size1
estimates range from as high as 50% 8 to as low as 2% 9 • If, as
experience indicates, one man-day of effort can result in the
"~xcavation of no more than one or two cubic meters of sediments,
then literally millions of man-days would be required to secure
anything approaching a statistically meaningful sample. Funding
and manpower limitations would generally preclude even a fraction
of 1% coverage for large areas.
This paper presents a largely deductive alternative to
current reconnaissance archaeological survey sJtrategies. It is
b3sed on viewing the entire survey unit in terms of geometric
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analcJgs and it progressively focuses the survey from larger to
smaller portions of the total survey volume. This technique
developed as a result of years of survey experience in many parts
of Alaska by the authors, who independently realized that,
because of varying surface conditions and serious logistical
problems, statistica.l approaches are often unworkable., An
indutctive approach, based on ethnographic comparisons, is also
limited because of the antiquity of many sites and due to
difJ:erences in subsistence economies between diverse groups. The
altt:rnative presented here has the distinct advantage of being
easily and systematically applied, being fre~ of ethnographic
assumptions, and being deductive in its approach. Also, it
develops a set of concepts and terms which are easily transferred
from one area to another, regardless of the scale of the project.
Although simple and straight forward in its
implementation, the geometric reduction·methodology has not yet
been field tested for its effectiveness. However, this
methodology was applied to a previously surveyed area in
northeastern Alaska. The high correlation between the locales
predicted by this method and the sites actually discovered
supports the validity of the method.
Geometric Reduction Methodology for Site Sur·vey
Any survey region or locale of any shape can be considered
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as a portion of the solid earth that is bounded by three
dimensions. It has a certain surface area and a certain thi.cknf~ss
of surficial sediments in which archaeological sites could occur.
The simplest way to understand the geometry of a survey region is
to consider the ideal situation of a rectangular box with X, Y,
~nd z Cartesian coordinates of uniform lineat scales, no
topographic variability, and horizontal strata (Fig. 1). In this
example, the X axis is a surface line bounding one side of the
survey unit. The Y axis lies at right angles to the X axis on the
surface. In this idealized example, the X axis and Y axis could
represent an east-west line of latitude and a line of longitude,
respectively. The z axis extends from the surface downward, 0
ortho~anal to the other axes.
With the aid of this simple diagram (Fig. 1) it is
possible to describe any portion of a survey unit in terms of its
three, two, one, or zero dimensional analog. Archeological
material 1 which could occur anywhere on the surface or at any
depth, can be located on the diagram by X, Y, and Z coordinates.
Thus, a survey unit is a three dimensional problem. If one
restricts a survey unit to a planar surface only two dimensions
need be considered to locate archaeological material. The surface
unit consists of a two dimensional surface defined by XY
coordinates Ceg., ABCD). Other ·two dimensional surfaces include
any XY plane a.t some depth along the z axis (eg., EFGH), XZ
planes at any distance along theY axis Ceg., ABFE and DCGH), and
YZ planes at any distance along the X axis (ego, AEHD and BFGC) •
An example \'lf a "one dimensional• survey unit is an extremely
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linear surface defined by the intersection of two planes or by
regular variation in any of the coordinates. The intersection of
the XY and XZ planes ABCD and ABFE defines the linear unit AB.
The analog of a point is a small surface defined by the
intersectic'n of two linear features or three planar features, or
when all coordinates are fixed Ceg., points A, B, c, D, E, F, G,
orB>~~
This morpho-analytic characterization of a survey unit
should not be unfamiliar to field archaeologists because geometric
analyses are used almost exclusively to record the exact location
of a;t~~acts in excav~~~9n units~ Tb~ x, Y, and z coordinates
represent a point in space, perhaps an artifact occurrence within
~ excavation; JCl coordinates could represent spatial; location on
subhorizontal cultural horizons; and XZ and YZ coordinates could
represent stratigraphic profiles on excavation walls with Z
coordinat:es representing stratigraphic depth~· The dimensional
approach, which is the subject of this paper, is only an extension
of geometrical concepts from excavation procedures to survey
procedu1ces. A large excavation unit could be conside.red a three
dimensional survey unit at reduced scale.
Geometry of Real Survey Areas
Real survey areas are geometrically more complex than the
hypothetical situation of a rectangular box (Figo 2). A typical
larg~ survey area is usually bounded by natural physiographic '
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borders such as major river valleys, mountain fronts, or 0
coastlines which do not inter sect orthoganally. Surface terrain J
is usually complex, with considerable topographic variability and
with different geologic materials exposed at the surface. Rivers
and streams often form a dense network over the survey area.
Subsurface stratigraphic units are usually not continuous over the
whole area, and stratigraphic depth and depth below surface are
usually not eoineident. In spite of these geometric
complications, the principals of a geometric reduction methodology
for archaeological survey c3n be used effectively to help focus
survey efforts., The objective of the l'roposed methodology is to
progressively reduce a survey unit from a three dimensional to a
•zero• dimensional problem through a geometric reduction
technique.
In a situation whe,re topography is irregular the ground
surface must be described as three dimensional, because the X, Y,
and Z coordinates must be used to mathematically describe the
surface. Ho"irever, a.'l undulating three dimensional surface can be
rendered as a two dimensional area if the vertical dimension (Z
axis) is considered to be depth below surface rather than
vertical elevation. Thus, an irregular surface can be defined in
terms of X and Y coordifiat~~ ifi map view. The units of
measurement along the X and Y axes are considered to be distance
(meters or. kilometers) measured from map view as distinct from
measuremer1ts along the ground surface. Two options exist for
measurement along the z axis. If little is known of area
stratigra;phy, measurement along the z axis should be a linear
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scale of depth •. If the stratigraphy of the survey unit is
reasonably w~ll known, a Z axis measurement based on
stratigraphic depth is preferred, using a non-linear scale based
on subsurface horizons.
If the survey unit consists of segments radically
different in terms of subsurface stratigraphy or in topographic
setting, subdividing the unit is appropriate. If the primary ' unit is subdivided, scales 01£ measurement and focusing parameters
will need to be similar within each subunit •
Dimensional Reduction
Defining Three Dimensional Survey Units
An entire survey re9ion can be considered as a volume of
sediment which is defined by an infinite number of x, Y, and z
coordinates. Three dimensional survey is unworkable for any but
the smallest survey unit, because the entire volume of sediments
must be investigated and this is often prohibited by financial and
time limitations.
Defining Two Dimensional Su.rvey Units
A survey can be focused considerably by operationally
defining al:l significant two dimensional surfaces (Table 1~ Fig.
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1). An undulating ground surfac~ defined by XY coordinates would
be the simplest planar surface to investigate. The survey could
also be focused along the XY plane at any prominent subsurface
stxatigraphic unit (depth Z) , especially if artifacts are thought
to be concentrated in one or more specific subsurface horizons,
for example a prominent buried soil or lithologic contact of
regional extent. Other more restricted planar surfaces defined
only by XY coordinates include localized flctt uplands, river or
coastal terraces, or broad floodplains. More complex two
dimensional surfaces include planes defined by all three
coordinates; examples include sloping valley walls, coastal
plains, and piedmont mountain fronts. Where stratigraphic
exposures are good, a two dimensional survey can be done on
near-vertical exposures, which can be considered as either XZ or
YZ planes d~pending on the orientation of the project area.
Examples of two dimensional near-vertical surfaces include coastal
cliffs, steep exposed valley walls, gullies in tributary streams,
and long landslide scarps. Survey of two dimensional
stratigraphic exposures is much more time-effective but limited to
the availability of suitable exposures.
Recognition and mapping of two dimensional zones may
provide an investigator with workable survey surfaces, es~pecially
in the case of near-vertical exposures. However, the major
justification for doing so is to permit the outlining of linear
zones that will focus survey even more closely.
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Defining One·ntmensional Survey Units
Linear survey units represent the intersection of two
planes or the boundaries of a linear landform on a planar
surface. Nearly all survey regions, after subdivision into
workable two dimensional surfaces, can be further reduced by
abstraction of linear survey units. Examples of linear units
formed by the intersection of two XY planes incl~de the
intersection of a sloping mountain front and a flat piedmont, the
top and bottom of sloping valley walls, a coastline, the inner
and outer edges of river and coastal terraces, the edge of
plateau uplands, lake shorelines, escarpments along recent
fatats, prominent lithologic contrasts, and any prominent breaks
Linear units can also be recognized which are defined by
the intersection of vertical CXZ or YZ) and horizontal (XY)
planes~ For example, probable cultural horizons inferred on the
basis of paleosols or known stratigraphy exposed in a river bluff,
tributary gully, or coastal cliff, provide an excellent
opportunity to focus survey efforts. Less co~nmon are linear units
defined by the intersection of two vertical planes (XZ or YZ).
The intersection of a river bluff and a coastal cliff, or of
exposed junctions of tributary and river valley bluffs are good
examples of lines formed by near-v~rtical intersections. In these
cases the line defined represents variations in stratigl~'a}:)hic
depth at some point. Identification of linear landfoons on an
otherwise planar surface may f:\lso be used to focus archaeological
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survey. It is not necessary that the linear landforms be
straight. Examples include an unincised river channel on a broad
floodplain, an esker traversing a till plain, or a prominent
moraine or lithologic contact scarp.
Recognizing prominent linear units in a survey unit is a
major step toward focusing survey efforts. Real survey "lines",
such as terrace edges, have at least some area, depending on
exposure and traversability. For survey in the interior regions
of Alaska, "lines• represent the highest order dimensional focus
for practical survey because most planar surfaces, with the
exception of windswept upland areas, ate mantled with thick
vegetation, muskeg, or permafrost 10 • With the exception of very
large or complex survey units, most linear units could be at
least walked or partially tested with a relatively small field
crew.
Defining Zero Dimensional Survey Units
The ultimate goal of the geometric reduction methodology
to site survey is to reduce the geometric dimensionality of the
survey unit from rectangular solids, to planar surfaces, to linear
tmits, and then to small volumes in space that have near zero
dimension. These small vo1 uw·es are termed "points". Points are
most commonly defined by eilher the intersection of two linear
units, three planar surfaces, or by pla.ces of change in character
along a linear unit. survey points are less commonly defined by
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isolated landforms on a planar surface, examples of which are
glacial kames, pingos, and isolate . .-.J tock knobs.
Examples of survey points that result from the
intersection of two linear units include the mouths of s~reams
and rivers into lake~ and oceans, the junctions of tributaries
and major rivers, the corner of an exposed terrace, the
intersection of an animal migration path with another line such
as a river valley, and the drainage divide region between two
streams. A known stratigraphic target on a line for.med by bluff
intersections (eg., xz and XY lines) also represents a point
focus for survey. Recognition of sedimentological indicators of
paleoshorelines or river channels along an exposed stratigr:aphic:
unit may also represent a poin~. focus fer survey.
Essentially zero dimensional survey points can also bn
· commonly recognized as variations along a linear unit in a planar
surface. Examples include prominent changes in rivet gradient,
shallow spots across rivers, valley constrictions, ridge crests
and edges of ridges, small bays along straight coast, the ends of
penin.s•llas, and zones of no offset or mineral licks along .recent
fault escarpments. Such interpretations can easily be made for
modern geographic settings. Although more difficult to recognize
for paleogeographic settings, they are especially important if
the probability for old sites is high.
During pre-survey planning, survey points can be
identified on planar surfaces independent of intersections of
linear units. Examples include small lake~ topographic
prominences, caves, outcrops of ro~k suitable fo.t' tool making,
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and isolated mineral licks. Any anomalous topographic or
lithologic feature on an otherwise expa:nsive surface should be a
focus for survey (Table 1).
Ranking zero Dimensional Units
Ranking is the scalar classification of points through the
even application of sorting criteria. Ranking criteria can be
quantitative or qualitative or both. The purpose of ranking is to
help researchers meet survey objectives, given time and financial
constraints.
Although not fundamental to the geometric reduction
methodology, ranking of zero dimensional points can be used to
reduce the number of points under consideration for field
investigation. By selecting for those points most closely
associated with project objectives, ranking can become an
important tool in the reduction process by prioritizing survey
foci or sample units. For example, an investigator interested in
early sites may empha~ize the value of points in older geologic
settings. In another situation, logistic considerations may
focus attention on points most accessible, given available
transportation.
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summary of Procedure
One of the major advantages of a geometric reduction
methodology to site survey, employing the dimensional reduction
technique, is that survey locales can be selected and ranked
deductively and systematically prior: to the field survey. 'l'hf.!
extent to which the stratigraphy of a region and the basic
cultural chronology and contexts are known, along with survey
objectives, will determine the degree of emphasis placed on
surveying existing exposures and the extent to which
paleogeographic settings are important. Survey focusing on
vertical exposures cannot be done easily from aerial photographs
or maps, but should be done early in the field season • .
The follo~ing procedure is suggested to reduce a large
survey unit to specific survey loci, which can be ranked.
1. The limits of the survey region must be first
established. An XY coordinate system can be placed over the
region, but this is not necessary. Complex regions may require
subdivision.
2. High quality aerial photographs are essential and ~ust
be acquired.
3. Select and map all planar c•two dimensional")
surfaces for which ground survey may be practical. Identify
natural exposures that exhibit stratigraphic depth, thereby
providing oppo~tunities for survey of near-vertical planar
surfaces.
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4. Map all linear ("one dimensional") features that result
from intersection of present and paleogeographic XY, xz, and YZ
type planar surfaces. Map linear features independent of
intersections.
5. Select present and paleogeographi6 points that result
from intersection of linear units, from variations along linear
units, or from points on planar surfaces.
6. Rank survey points according to their relative
importance by estimating the relative importance of intersecting
linear units or by estimating the relative prominence of }?Oints
identified along linear or planar units. For example: (a) the
longer or more pronounced linear units are, the more likely their
intersection is to be significant, Cb) the more pronounced a
gradient change is, the more likely it is to be significant, and
(c) the more prominent a topographic anomaly is, the more likely
it i!:; to be important. Logistical considerations must be taken
into .account.
7. Rank survey linear units according to their importance
based on the extents of the intersecting planar surfaces forming
them.
s. Rank planar units according to their suitability for
field testi.ng and by their proximity to important linear and
planar units.
9. Select areas of high priority where highly ranked
points, linear units, and planar units are frequent or clustered.
10. Early in the field season, identify and rank planar
units, linear units: and points that occur in natural exposures.
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Incorporate this information into a continuing survey strategy.
11. Concentrate on highly ranked points and linear units
during the field survey.
An Example ~f the Dimensional Reduction Technique: Lower Coleen
River, Alaska
The following section demonstrates the application of the
dimensional reduction technique for an area in northeastern
Alaska. The lower Coleen River drainage was selected as a
hypothetical survey unit because of the availabilit~· of u.s.G.S.
topographic maps (1:63,360 scale), ground survey data, and false
color aerial photographic coverag.e.
Our hypothetical survey area extends three kilometers on
each side of the Coleen River and includes just over 200 square
kilometers (Fig. 3). The three kilometer limits were defined
because they represent reasonable limits for archaeological survey
crews operating from river based transportation.
After initial selection of the survey area, the next step
in the procedure was to identify generalized two dimensional
surfaces. Reduction to two dimensional surfaces was achieved by
mapping in all discrete terraces, floodplains, and sloping
bedrock surfaces. Map contours and aerial photographs were used
to discriminate the various surfaces, which were then transferred
with a zoom transfer seope to a 1:250,000 scale base map. Three
general planar surfaces were identified from this mapping: Cl)
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the modern floodplain, between 152 m. CSOO feet) and 183 m. (600
feet), (2) older terraces, between 183m. and 213m. C700 feet),
and (3) sloping bedrock surfaces, between 213 m. and 244 m. CBOO
feet) (Fig. 4) •
Linear features were then mapped as intersections of
planar surfaces, lake and stream margins, ridge crests, and edges
of ,river terraces and modern r1 ver channels (Fig. 5) • In Figure
5, dashed lines represent discernable vertical exposures along a
linear feature. Not all vertical exposures in the survey unit
were discernable from aerial photographs, but such stratigraphic
windows, where available, should be incorporated in the reduction
to one dimensional units.
Once linear features (one dimensional units) were
identified in the survey unit, it was possible to generate a map
of selected zero dimensional survey loci within the larger survey
unit. Selection of zero dimensional points can be determined
depending upon a researchers objectives and the degree of
resolution desired. A total of 99 zero dimensional points were
identified in the lower Coleen River survey unit (Fig. 6). These
points were rt~ked according to a set of criteria used to measure
potential for site discovery at any one foci.
For purposes of demonstration, the ranking scale here
consists of a numerical scale from one to three, with the hig~est
potential point rank~d as a three. For the lower Coleen River
study, the rank assigned to any point was based upon a set of
environmental considerations which were deduced from
interpretations of. u.s.G.s. maps and aerial photographs. Ranking
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foeused on cr·iteria considered environmentally significant for
site occurran.ce. Each point was scored numerically from one to
three for ea,c::h of ten criteria (Table 2). Then each point was
;assigned a :single rank value equal to the highest of its ten
scores.
As a result of applying the ranking criteria to the Coleen
River survey area points (Fig. 6), the 99 selected points were
ranked as follows:
RANK
1
2
3
NO. OF POINTS
38
41
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Whereas each criterion has its own justification for being
considered, the assumption behind this ranking process was simply
that some points will have a higher site potential than others.
It is important to stress that criteria applied will depend on
specific projec~ objectives and limitations, and they will likely
vary from one research project to another. For example, at least
one other researcher in Alaska has ranked points to define
logistically convenient sampling points within an overall survey
unit 11•
The final step in this example application of the geometric
reduction methodology was to use survey locales and known
archaeological Hites, from previous field work (Fig. 7), to
deter.mine how the locations of these locales and sites compares
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to locations of ranked zero dimensional points identified using
the geometric reduction methodologty. A total of 14 survey locales
and fi~e archaeological sites are recorded for the lower Coleen
River area 12• Survey locales represent ground sample _units
covered in the Coleen River study area; each was defined
inductively, according to ethnologically based criteria.
Thirteen of the zero dimensional points, defined using the ;
geome·tric reduction methodology, fall within the 14 previously
defined survey locales. Completed archaeological survey of the 14
sample areas represents an opportunity to survey in retrospect the
13 zero dimensional points included therein. Three of the five
known lower Coleen River sites fall within the 14 survey locales.
Two other kr1own sites are outside these survey locales but are
within the Coleen River study unit. All five archaeological
sites are associated with zero dimensional contexts as defined by
the geometric reduction methodology. Two of these sites were
associated with third order ranked points (highest site
potential) , \tlhile the other three were associated with second
order ranked points. None of the known sites is associated with
the lowest order ranking.
It is appropriate to stress the preliminary nature ot these
results, especially in view of incomplete knowledge of Coleen
River area archaeology. The Cole en River survey area was survey·ed
based on inductive based research strategies, and it is realized
that this post hoc application of the geometric reduction
,/ m.:thodolo~can be criticized. The goal hei'e is to demonstrate the
steps of the geometric reduction process. The results obtained in
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this demonstration remain inconclusive, but they suggest the
validity of the technique.
Validity of the Proposed Methodology
The geometric reduction methodology provides a systematic
procedure and set of ter.ros applicable to survey reconnaissance at
many scales, from extensive excavation to first order surveys of
vast regions. ~he geometric reduction ~ethod9~ogy,. using the
dimensional reduction technique, is deductive; survey locales or
points are sel~cted ar.d ranked by dimensional prominence in such a
way as to minimize ethnographic or behavioral constraints.
Clearly, point-source locales such as portages and overlooks carry
cultural implications, but these geographic settings emerge
directly from the dimensional reduction technique, without
uniformitarian assumptions based on human behavior.
The validity of the proposed geometric reduction
methodology will be difficult to test in the field because sites
·will only be found in areas surveyed. The geometric reduction
methodology may indicate where sites are, but not where they are
not. OWing to this limitation, an investigator would never }:.now
if the methodology worked, other than the fact that it may have
located one or more sites. A positive, though impractical test
would be to predict site locations by dimensional procedures,
completely investigate an entire survey unit in three dimensions, .
and compare the coincid~nce of sites discovered and sites .
J
'0
"
23
predicted.
Inductive influences in the proposed technique can be
minimized by investigating all survey points and linear units
regardless of whether the survey team thinks that "this looks
like a good place for a site", the technique used during most
surveys. This inferential approach, so commonly applied in
archaeological research, is st.rictly uniformitarian in t:hat it
assumes behavioral or subsistence patterns of ancient peoples are
similar to those of the more recent past.. The reason a locality
"looks like a good spot for a site" is because it has low
dimensionality context and Cor) high prominence defined by
geometric or physiographic parameters. The dimensional reduction
technique offers procedures to focus survey efforts in a region
completely independent of behavioral inference.
The dimensional reduction technique can easily be used in
combinatic.m with either statistical or ethnological approaches~
Once survey units have been selected, they can be sampled using
statistical methods. Ethnographic data may also be used in
ranking points and linear units after they have been identified
through the geometric reduction technique.
A test of the proposed t.:.e.chnique is to compare known :;;ite
distributions with highly ranked points and linear units
identified through the dimenr.;ional reduction technique. Both a
regional and a chronological test will be applied here. Shinkwin
and Aigner 13 listed all known aboriginal sites in a five
quadrangle area in east-central Alaska in order to assess
potential impact of proposed pipeline construction. These sites
·~·
24
were located by a variety of means, including standard
archaeological surveys and oral accounts; and altogether they
represent f:.he most complete sample for any large region of Alaska.
The list of archaeological sites published by.Shinkwin and Aigner
provides an opportunity to compare settings of a diachronic
sample within a region to those predicted by the dimensional
reduction technique. A summary of dimensional context for site
settings is included in Table 3.
A r~gionally less restrictive sample of Alaskan
archaeological sites can be selected from any time level, thereby
substituting time restrictions for geographic restrictions.
Table 4 lists a sample of well-dated late Pleistocene-Early
Holocene Alaskan archaeological sites 14 ' 15 , 16 , l?, 18 , !9, 20 •
Sites listed in tables 3 and 4 are compared to associated dimen
sional setting; it is clear that both samples reflect a clear bias
in favor of low dimensional settings. This confirms conclusions
reached after reveiw of Coleen River archaeological data dis-
cussed earlier. There, all known sites occur in zero dimensional
contexts; further, all sites are associated with second and third
order ranked points.
The geometric reduction methodology, ueing the dimensional
reduction technique, for archaeological reconnaissance survey
lead$ to some important predictions, each of wb.ich is validated
in the examined site samples. They are:
1. Sitt~s will be more cornmonly def.ined by point C zero)
dimensional settings than in hi~1her order dimensional settings
• . . -· ·····~··· . ··-·-··---·-·······~-----·--···"·····"~-.,.-.. -. -·~···-···· ---··-·····. ···---·-····· .. ····-······· ·-·----·-········ ··-.. . ..... . ..... .J
~ \
)'
., 1. !
'' 1'.'
n • .... along.
I
25
It is interesting to note that for identified sites in our
regional sample over 96% are associated with point (zero) or
linear Cone) dimensional settings. For sites on streams and
./ river~ more than half (53%) are located near the mouth 1 us.ually at
a confluence. Closo: examination of each site would no doubt
reveal that many sites ~n river banks and lake shores (linear
units) are also located at points of change (points) along those
shores, such as at river bends or at small inlets.
2. For linear dimensional features, there is a correlation
between the length of the linear feature and the potential for
archaeological sites associated with them • .
In the sample, nearly twice as m.any hilltop sites overlook
streams and rivers as overlook shorelines of lakes and pondsa
This lends support to the idea that length of linear features can
be a guide to quantifying the probability of site occurr~nce
along such features~ This appears also to be true for lake
margins; longer shorelines are more likely to have associat~d
sites.
3. The more prominent a vantage point, the more likely it
is to b~ associated with sites.
The most prominent single prominence in the five
quadrangle sa.mple area (Donnelly Dome) rises some 1, 000 meters
above the surrounding terrain. Nearly 30% Cn=l6) of sites
associated with hills or bluffs are associated with this single
feature.
If
··- __ j
• ,, ;.,,
I
26
Reference to Tables 3 and 4 indicates that a sample of
Alaskan sites occur in a low dimensional setting which could have
been predicted by rigorous application of the dimensional
reduction technique. Sites typically o'::cur at past or pres.ent
ty; ibutary junctions, on prominent knolls, on terrace corn·ers, at
natural portages, and on shoreline projections; all were Czeru>
dimensional poi~ts at some time in the past. The close
correlation bet,een high site de~lsity and low dimensionality
lends strong s1:.pport to the deductive gec»metr ic reduction method
ology for reconnaissance archaeological survey suggested in this
paper.
Conclusions
1. The geometric reduction methodology, using the
dimensional reduction technique, for reconnaissance
archaeological survey is methoch..logicallJr valid,· reproducible, and
can be easily applied in regions of .,,arying size and terrain
conditions.
2. The statistical approach to regional archeological
sur<:.Jey is theoretically valid, but i·t is extremely difficult and
expensive to apply correctly, especially in large, logistical!~
difficult areas sucn as Alaska.
~ ~t· • - .
J
27
3. The inductive approach, based on ethnographic
comparisons, is easiest to apply but it is seriously flawed with
uniformitarian assumptions.
.... 4. The geometric reduction approach to reconnaisance
.-JJ\.~~"'<1 .. 1""~"' ..---::+-"!'<ii'.!'. ,J
survey i~mo=~~ibikable and efficient than the statistical .. ~- ~
... . . ··"approach, and it is more valid than the ethnolo~Jical approach.
Testiug of the geometric reduction methodology, using the
dimensional reduction technique, against synchronic and
diachronic site samples supports its validity.
Acknowledgments
We thank Peter M. Bowers, Harvey M. Shields and Robert
Betts for their thoughtful review of an earlier draft of this
paper. We would also like to thank Mr. Betts for sharing his
Coleen River data.
r
...
~»--~······~·~··-'··--·-·--··-·"--~ll1"'lll!fflll~-
Footnotes
1. James W. Judge, James lo Ebert, and Robert K. Hitchcock, "Sampling in Regiona 1 Archaeological Survey".,~ in S::.rn?l 1:\'ig in Arch a eo logy, Jame~ W. Mueller, ed. (University of Arizona Press 1975) ~2-123.
2, James w. Mueller, "The Use of Sampling in Archaeological Survey", Memoirs of the Society for Amer~ica'!'l Archaeology No. 28 (AmAnt 39, :'llolu~e .Z, Part-2., April .~97.5).. . _ .. _
3. James W. Mueller, Sampling in Archaeology (University of Arizona Press 1975).
1~. Stephen Plog, "Sampling i;n Archaeological Surveys, 11 AmAnt 43(2) {1978) 280-285.
5. Joseph L. Chartkoff, "Transect Interval Sampling in Forests," AmAnt 43(1) (1978) 46-53.
6. h'illiam A. Lovis, Jr., 0 Quarter Sectio·ns. and Forests: An EY.ample of Probability Sampling in the Northeastern Woodlands," AmAnt 41(3) (1976) 364-372.
7. Jac~ D. Nance, "Regional Subsampling and Statistical Inference in Forested Habit:atsu, A.mAnt 44(1) (1979) 172-176.
S. James N. Hill, "Broken K Pueblo: Prehi~;toric Social Organization in the American Southwest", Anthropological Papers of the University of Arizona No. 18 (University of Arizona Press 1970).
9. Dwight W. Read, Regional Sampling", in Sampling in Archaeology, James W. Mueller, ed. (University c1f Arizona Press 1975) 45-60.
1.0. Troy L. Pewe', HQuate:rnary Geology of Alaska", U.S. Geological Survey Professional Paper No. 835 (U. S. Government Printing Office 1975).
... 1.1. Susan M. Will, "Birch Creek National Wild River Cultural Resources
Class II Inventory" (draft open file report, Yukon Resource Area, Bureau of Land Management, Fairbanks, Alaska 1984).
12.' Robert c. Betts and Mark Standley, "An.Archaeological Survey of the Coleen River, Northeastern Alaska'' (report submitted to the Geist Fund Committee, University of Alaska Museum 9 Fairl:>anks, Alaska 1984).
It .
•.
Footnotes (cont.)
13. Anne Shinkwin and Jean Aigner, "Historic and Prehistoric Land Use in the Upper Tanana Valley: Report on the Archaeol~~~~~c~J~..--.,.~""''"""'"""~ Survey along the Al"ask.a .... f!~~g,~u~~:k"l~~ir~w.-~.r-ca"'._.3tinct1on
., ____ · -,.. · to ·-tbe Yukon· E"orcfe:r1•'",- (Anthrt'lpology Program, University of Alaska, Fairbanks, Alaska 1979).
14. William S. Laughlin, "Archaeological Investigations on Umnak Islat~d, Aleutians", ArcAnth 1 ( 1) (University of Wisconsin Press 1962) 108-110.
15. Peter M. Bowers, "The Carlo Creek Sir.e: Geology and Archeology of an !arly Holocene Site in the Central Alaska Range", Anthropology and Historic Preservation Occasional Paper No. 27 (Coope.rar.ive Parks Studies Unit, University of Alaska, Fairbanks, Alaska 1980).
16. W. Roger Powers ~nd T. D. Hamilr.on, "Dry Creek: A Lar.e Pleistocenf.~ Human Occupar.ion in Central Alaska", in Earlx Man In America From a Circum-Pacific Perspective, A. L. Bryan, ed. (Univ~rsity of Alberr.a Department of Ar.chaeo~ogy Occasional Papers 1 1978) 72-77.
17. Edward J. Dixon, Jr., "The Gallagher Flint Station and Other Sites along the Sagavanirktok River", in Final Report, ALPS ~rchaeological S,urvey and Exc~ations, John P. Cook, ed. (Deparr.:rnent of Anthropology, University of Alaska, Fairbanks, Alaska 1971) 117-207.
18. Robert E. Ackerman, ''Microblades and Prehistory: Technological and Cultural Considerations for the North Pacific Coast'', in Early .Native Americans,, David L. Browman, ed. (The Hague: Mouton Publishers 1980) 191-197.
19. John P. Cook, "The Early Prehistory of Healy Lake, Alaska," tmpublished Ph.D. dissertation, University of Wisconsin (Madison 1969). ,
20. Douglas D. Anderson, A Ston~ Age Campsite at the Gateway to America," SciAmer 218(6) (1968) 24-33.
; .. ~~-·j -"------~---···---·------~---... --... -'l"'lWWII
List of Tables -----~--~~ ~~~-··
~~~~~
~~~~k~~~~~--~;:hle 1. Selected examples of landforms representing different dimensional contexts.
Table 2. Criteria used in ranking zero dimensional points.
Table 3. Sample of aboriginal sites in the Big Delta, Eagle, Mt. Hayes, tanacross, and Nabesna quadrangles (1:250,000 scale), east-cefitral Alaska, showing dimensional settings.
Table 4. Dimensional context of selected ea~ly man sites in Alaska.
~ ... ~.-'~~::.~t.s:. .... "J.~, .... ,, . •••
Figure Captions
Figure 1.
Figure 2.
Figure 3.
Figure 4,
Figure 5.
Figure 6.
Figure 7.
Diagram showing simple geometric relationships used in the text to describe idealized survey units. (see text for explanation.)
Schematic diagram showing geometric relationships in a hypothetical survey unit. Light lines represent contour intervals. Heavy lines outline an undulating plane (ADCB}. Point B represents a junction of two terraces defined by lines CB and AB. Point F shows a point on the plane.
Index map of tha Coleen River area, northeastern Alaska, showing study area (Figs. 4-7). Base map is the U.S. Geological Survey Coleen quadrangle, original scale at 1:250,000.
Two dimensional surfaces along the lower Coleen River, Alaska.
One dimensional lines along.the lower Coleen River, Alaska.
Zero dime~sional points along the lower Coleen River, Alaska. Points are r~nked according to criteria listed in Table 2.
Actual surveyed locale5 and archaeological sites along the lower Coleen River, Alaska. Survey data reflects information gathered from 1979-1982 ~rchaeological reconnaissance. . ..
\.,
, ill
.~. ·-:
"-....,...----···-----·-·--·--·----------··-.. -· ....... - .. ~--------~---·---·------~----·.--·-·------·-·····---··---.. --.. ··----~-,----------··---··-"··.··--·····- ···---R·-·-··-·----·- -~·-------~ ... ..,.,..._,.,-~..,. ~-
1,
' ~~
L
1
Table 1. Selected Examples of Landforms Representing Different Dimensional Contexts.
, _____ J __ D_1_·m_e_n __ s_i~o_n_s __________________________ T_o_t_a __ l __ s_u_r~v_e_y __ a_r_e_a _______________ ~ 2 Dimensions
1 Dimension
XY Plane Ground surface Fluvial surface Subhorizon surface Coastal terrace Flat floodplain
---------------------------------·:----·-------XZ or YZ Plane
River bluff exposures Tributary gully exposures Coastal cliffs
---~-----------------------------------------XYZ Complex Plane
Intersection of Planes (XY and Complex XYZ)
Sloping valley walls Piedmont mountain fronts Coastal plains
Mountain front-piedmont intersection
Top and bottom of sloping valley walls
Coastline Lake shorelines Plateau uplands Fault escarpments Inner and outer terrace
ridges Lithologic escarpments Any prominent break in slope
------------------~---------------------------
XZ and XY Planes
XZ and YZ Planes
Stratigraphic unit in v~rtical exposure with ground surface at top of exposure
Bluff junctions
--------------------...--.------------------Lines on Planes (XY)
Unincised river channel Esker Moraine Fault trace Lithologic trace
• .. i
l
l
___ Q ____ ---·•""""--~-----"·--~~'15'--~·--···-----·......,.1~~~~ ....
..
'
2
!able 1. (cont.)
--------------------------------------------------------~~.~---------------. 0 Dimem;ion
Intersection of XY Lines
Lines Stream outlets of lakes Rim outlets into oceans Tributary mouths in major
valleys Terrace corners Migration path and valley Drainage divide between
streamr -------------------------~------------------~-
Z Lines
XZ or YZ Lines
Known stratigraphic target
Paleo-shoreline (indication in exposed stratigraphy)
Paleo-drainage (indication in exposed stratigraphy)
Variations Along an XY Line Stream gradient changes Anomalously shallow areas
along s.treams Valley constrictions Crests on linear ridges Peninsular tips on plateaus
or coastlines Zones of no offset on faults Mineral licks on faults
---~--------------------------------------------Points on an XY Plane
Small isolated lakes Isolated hill crests Caves Wind-sheltered sites Mineral licks Cinder c~ne Any .anolamous topographic
promentory
t"
L
0 .
3
Table 2. Criteria Used in Ranking Zero Dimensional Points
Criterion 1
;
Association With None Other Zero Points
Stream Order Association 1-2
Change in Direction More than 0 of a Line 120 , Less
0 than 180 ' --Height of Prorninance Less than
above Planar Surface 30 meters
Size of Lakes Within Less than 0.5 Kilometers 50 Hectares
Length of Line Less than 4 km.
Valley Constriction or 1st or 2nd Migration Route (stream ord~~r)
-· Intersection of One Less than Dimensional Lines 2
.
Topographic Relief of Less than Isolated Landforms 2.5 meters
Overlook Character none (lake or stream confluence
within 0.5 kilometers)
Ranked Value 2
With 1 Point .
.
3
More than 90°, less
120° than
Less than 60 meters, more than 30 meters
More than 50 Hectares, less than 200 Hectares
More than 4 km., less than 8 km.
3rd
More than 3, less than 6
More than 25 meters, less than ~0 meters
none
' .. t i
3
With More Than. 1
Point
4
Less than 90°
More than 60 meters
More than 200 Hectares
More than 8 km.
4th
More than 6
More than 50 meters
Present
.
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.. ···-···---··--~---.~-,---...,.---..... - . ._.., ···.l·r.,. . .
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..
Table 3. Sample of Aboriginal Sites in the Big Delta, Eagle, Mt. Hayes, Tanacross, and Nabesna U.S.G.S. Quadrangles (1:250,000 scale), East-central Alaska, Showing Dimensional Settings.
GEOGRAPHICAL SETTING
LAKE MARGINS Bays Beaches (unspecified location) Peninsulas Inlet stream vicinity Outlet stream vicinity Trails iuterse~ting shorelines
TOPOGRAPHIC ANOMALIES Bluffs overlooking streams or rivers Bluffs overlooking stream or river mouths Hills overlo,pking streams or rivers Hills overlooking lake shores Hills overlooking nearby lakes High hills (unspecified location) Low Hills (unspecified location)
STREAMS AND RIVERS Stream or river banks (unspecified locatib~) Heads of streams or rivers Mouths of streams or rivers Mouths of streams or rivers at base of bluffs Intersection of streams or rivers and trails Intersection of stream or ~iver rapids and trails Islands in str~ams or rivers
UNEVEN OPEN TERRAIN (locatJ.on unspecified)
Total N=
N=
1 36
{~
11 6 1
7 2
22 7 9 6 1
21 5
35 2 1 1 1
7
186
LOwEST DIMENSIONAL SETTING 0
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
1
X
X
·X
X
2
X
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11·
Table 4. Dimensional Context of Selected Early Man Sites in Alaska.
I
SITES
Anangula Bla.de Site
Ca}."lo Creek Site
Dry Creek Site
Gallagher Flint Station
Ground Hog Bay 11
Healy Lake Village Site
Onion Portage Site
SETTING
Blu(f overlooking beach
Intersection of stream and river
Bluff overlor«ing river
High hill overlooking valley
Terrace near confluence of stream and ocean beach
Bluff overlooking lake
I
DIMENSIONAl! SETTING
0 1 2
X X
X K
X
X
X X
X
K
:;
~
\.11
,_.. "'**" ···- J ¥Uti ---'?-_ .. f.... .. JiC!CGWUiitiiJl Jifi1Ri1Wiii.a ._.-~-~ -~---~t:*:-,... • •?ea;••rr~h- s 3 .. '!!'!.......... s-w;; ;:;-:; ;'•U¥M _;za_a _Jii!ib!L' "!' _QE_.,_.E_ ua_!'t!:S:_, ::_::..: __ ::u·~-'=' • _.l_ __ .: -;_~_,JLS:!::..=~\lf@!IIJII,~
•
•
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•
I
'-----~-E
Figure 2. Schem~tic diagram showing geometric relationsliips in a hypothetical survey unit. Light lint~s represent contour i~terv&ls •. Heavy li.nes outline an undulating plane (ADCB). Point B rep·resents a · junction of two terraces defined by lines CB and AB. Point F shows a point on the plane •
' ' t ~ {: ..
' f:
I, I I
(}
!)
•
•
•
·.
Figure 3. Index map of the Coleen Rive~ area, northeaste~~ Alaska, showing study area (Figs. 4-7)~ Base map is the U.S. Geological Survey Coleen quadrangle, original scale at 1:250,000.
\
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Figure 4.
... . .
~ . [!] 70.;, .. 100
m 100~ too·
.fj] 500~ 11)0'
... .. ·.
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IC.All
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Two dimensional s1Llrfaces along the lower Coleen River Alaska. . ..
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Medium . :
o, 0
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Figure 6. Zero dimensional points along the Coleen River, Alaska. Points are ranked according to criteria listed i.n Table 2. ~· ...
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Actual surveyed locales and archaeological sites a-'at1g the lower Col\en IHver, ~laska. Survey data reflects in forma:tion gatJtered from 197~~1982 archaeological reconna~ssance.
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