Investigation of Subsurface Archaeological Features Using Ground Penetrating1
-
Upload
mahmoudalkafaji -
Category
Documents
-
view
219 -
download
0
Transcript of Investigation of Subsurface Archaeological Features Using Ground Penetrating1
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
1/18
Investigation of The subsurface archaeological features
using Ground Penetrating Radar (GPR) in ancient UR-city
(South west Nasiriya /Iraq)
BY
MAHMOUD A.H. ALKAFAJI
B. Sc. 2000
Supervised by
Ass. Prof Dr. Jassim M. Thabit Prof Ahmed S. Albana
2011 A.D.
Ministry of Higher Education
and Scientific Research
University of Baghdad
College of Science
Department of Geology
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
2/18
N
SE
W
The study area
The study area lies in south of Nasiriya city within Thi-Qar province south
of Iraq, the study is made over the ancient city of Ur.The city of Ur is one of the most
important archaeological cities in the world, Ursbuildings were characterized by itsunique
architectural features, and had seen a tremendous advancement in the beauty of arts,
literature, invention of writing, metal smith, city planning, trade, laws, and imputationsystems. Most buildings were built with clay bricks and thebinding materials used was
a natural (tar), which participated in preserving this site pretty well. Itsaesthetic properties
are still intact. Ur was represent the capital of the Sumerians in the third dynasty of Ur
(2113-2006 B.C) . Its lactation near the sea made it a center of commerce and trade routes.
Ur considered one of the oldest cities in the world and the largest city boasting about
65,000 inhabitants within its walls.
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
3/18
The major objective of the research is to develop scientific studies in the field of archaeology in
Iraq by using the modern explorations techniques such as GPR technique. There is a large gap
in archeological services in Nasiriyah governorate, where the exploratory visits and
observations of field is the only way to determine of archeological sites.
There is a large expansion for the archeological sites in the Nasiriya governorate, and most of
these sites are unknown dimensions and are located in an urban. This causes made the work
halted in the some of service projects.
Therefore, it is very important and dire needs to investigate these
sites, especially the use of modern methods of exploration
(Nasiriya Museum department). Used of GPR technique met with
great acceptance from the Nasiriyah Museum department.
The study area lies in southwest of
Nasiriya city within Thi-Qar governorate
at the southern part of Iraq (figure 1-1),
about 380 Km to south east of Baghdad
, 200 km north of Al-Basra (Arabian Gulf),
6 km to the east of BaghdadBasrahigh - way
Location:N: 30 .9635
E: 46. 1072250 m
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
4/18
Most geophysical methods used in the studying of archaeology areprincipally based on the detection of variations of magnetic and electricalproperties of underground soil, and identify and separate between artifacts and
the natural soil variations. Ground penetrating radar is a near-surfacegeophysical technique that allows investigators to discover and map (depthand dimensions) buried features. It is used electromagnetic waves (energy) todetermine underground features due to chemical or physical changes in theunderground soil.
The GPR technique is a non-destructive method of archaeologicalinvestigation, and is a valuable technique to the modern archaeological project.Excavation is often expensive and sometimes controversial. GPR can offer a
suitable and accurate data regarding site stratigraphy, and the location anddepths of covered features.
Ground-Penetrating Radar (GPR) Method
Antenna
unit
shielded
type
Control
unit
Display
unit
Power supply
Battery, 12
V.DC.
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
5/18
Detailssurvey
Data processing
&
Interpretation
Evaluating of
GPR operating
Setting
Evaluatingtheexpected noise
Conductivity &
Permittivity of
the target & soil
Guess the
geometry of the
target
Guess the depth
of the target
Executive the profiles
survey in studied area
Executive the tests of the best
operating parameters setting
of GPR & anomaly form test
Fieldworks
The exploratoryfield visits
Design field survey Plan
Field
observations
Topographic &
nature of the site
Located
the site
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
6/18
The summery of the exploratory field visit:
1) The characteristics of the site and fieldwork plane
A) The area represented a site of ancient city including many exposed buildings , walls and civilian tools used for housing or temples and tombs .
B) The natural of architectural of the building on the site have approximate
same architectural design .
C) The natural of geometry of the exposed features in the site, most of these features represented remains of buildings walls. The width of these walls
is between 1-2 m, and the depth is between 1-10m from the earth surface.
The walls have regular shapes such as rectangles.
D) The natural of materials in the site, the walls made of backed clay from the
host materials represented by clay and silt. This fact clear that the
subsurface features and the host materials have different in the
electrical properties of the materials (dielectric constant, and the electrical
conductivity) . The binders of the the backed clay bricks materials is asphalt,
and this is proof of the existence of high percentage of moisture which found
already in the archaeological features .
E) The natural of hydrological of the site, because of the site is far from any
surface water source the natural of hydrological not present, also the ground
water level found to be extending from (40-50) meter below ground surface .
The rains in winter are factor which affected on the site.
Earth surface leve
Sediments High= 2 m
1.5 m
width
Archaeological wall
Host materials
Asphalt in different places
These remains of clay sun-
baked, which found on surfaceare good evident to investigate
under this area.
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
7/18
The studied area extended
about 250 mfrom Al-Zaqura
The Fieldwork plane :
The fieldwork plan included the flowing below
1- Selection of the study area . The dimensions and the size of studied area
were selected by the researcher and by cooperation with the Nassriya
Museum department.
2- Leveling works had been done to evaluate the topography of the studiedarea. The level varied between 0-0.25 cm, and about 12 m above sea level
3- Design field survey has been prepared based on the following data
Registered the marks
N15 m profile
length
P 14 P 15 P 16
1 m 1 m
Direction of profiles30 m
15 m
P 1 P 31
N
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
8/18
GPR Data Acquisition
The final stage of the fieldwork survey represents raw data acquisition. One antenna used in this study; 2
MHz, the maximum penetration depth is between 5-15 m. This antenna was the only available in order
to achieve the survey.One of the research objectives is to study the capability of the GPR to detect the underground
archeological features. The capability of GPR depended on many factors such as antenna frequency,operating setting parameters, soil characteristics...etc. Therefore, the fieldwork measurements in this
study divided into two stages. The first stage included two test. The first test included nine profiles which
applied in the studied area to chose the best operating parameters setting of the GPR which it more
suitable and related to natural of studied area soil. The second test included four profiles applied in
exposed area extended about 250 m from the studied area in order to estimate the anomaly forms in the
site in general and specific at the study area. The second stage included thirty one profile applied at the
studied area.
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
9/18
Data acquisition of first stage:Profiles of the operating parameterssetting tests
Velocity = 150 m / ns
Velocity = 90 m / ns
Velocity = 63 m / ns
Sample frequency = 3475.47MHz
Sample frequency = 2548.68MHz
Sample frequency = 1662.18MHz
Point interval = 0.10 m
Point interval = 0.060 m
Point interval = 0.030 m
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
10/18
Data acquisition of first stage:Profiles of the GPR response for exposed archaeological walls
SE NW
The profile SA 1 is trident NW-SE vertically on
the wall strike
NWSE
The width of the
wall on the earth
surface is 1 m
0 m4 m
The profile SA2 is trident SW-NE
parallel to the wall strike
NE
SW
NE SW
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
11/18
Data acquisition of second stage: Thirty one profiles are tending southnorth applied in the studied area. Appendix (I)
shows the final processing profiles from 1 to 31.
Profile (18) is shown here as sample of the raw data before applying any type of processing
producers . The experimental results of the first group were the best guide to get the survey
done smoothly and without confusion. Below are the settings of GPR used:
Antenna: 250 MHzTime windows : 189.1 ns
velocity : 90 m/ns
point interval :0.030 m
Sampling frequency :2548.68 MHz
Antenna separation : 0.31 m
Number of Sample :512
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
12/18
Processing and Interpretation of field data
Raw Data
Time zero adjustment filtersAmplitude Correction filters
(The timegain filter)
DC Removal filters
Band-pass filters Back ground Removal filter
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
13/18
Interpretation the profilesof operating parameterssetting
Velocity = 150 m / ns
Velocity = 90 m / ns
Velocity = 63 m / ns
Sample frequency = 3475.47MHz
Sample frequency = 2548.68MHz
Sample frequency = 1662.18MHz
Point interval = 0.10 m
Point interval = 0.060 m
Point interval = 0.030 m
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
14/18
Interpretation the profilesof exposed anomalies form
Exposed wall
SE NW
Direction of the survey
The depth of investigation of radar signals
The upper
part of the
expected wall
The upper part
of the exposed wall
SWNE
Direction of the survey
Exposed wall
Expected wall
12
3
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
15/18
E
E
The upper surface of the wall is at
depth of 1.25 mThe upper surface of the Arc
is at depth of 3.25 m
The width of the arc base is 1.75 m
The width of grave base is 1.40 m
Wall
W
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
16/18
Interpretation of the profilesS
This arc
perhaps
represent soil
hill
N
The upper part
of the Expected wall
Deformed
anomaly
N
Expe
cted
wall
(V)
trenc
h
Or
Cupshap
e
S
The upper part of
the wall
Depth of investigation of radar signals
Note: *Horizontal dotted line defines the depth of investigation of the radar signals of all the
profiles below
*Vertical solid lines defined the expected wall borders in all the profiles below
*The upper part of the Expected wall is extended between (1.25-1.5)m
S N
Expected
wall
Expected
wall
* Wall borders* Depth of
investigation of radar
signals
The upper part*
of the Expected wall
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
17/18
Data Graphic Representation
C.I = 20 ns, Depth = 1.5 m Profiles spacing = 1 meter
N
P1 P31
Direction of
the surveys
30 m
15 m
-
8/13/2019 Investigation of Subsurface Archaeological Features Using Ground Penetrating1
18/18
Profile
31
Survey
Direction
Ground surface
Profile
1
N
1.5 m depth
The almost subsurface features in the final graphic
representation shows that these shapes could be a
walls used for housings or temples or for any civil
buildings, where almost exposed buildings aroundAl-Zagurat were used for such purposes. These
results could be helpful to guide Iraqi Archaeologists in
future excavations to understand and the new secret of
this hosing area.