Investigation of Subsurface Archaeological Features Using Ground Penetrating1

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    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

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    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.

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    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

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    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.

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    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

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    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.

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    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

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    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.

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    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

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    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.