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19.01.2008




                       SENIOR PROJECT

    Integration of Surface Seismic with
             Geo-electric Data
    By:                         Course Instructor and Project Coordinator
    Abdulrahman Al-Shuhail      Dr. Ali Oncel (KFUPM)
    Ali Al Halal
    Ahmed Al Zawwad             Academic & Industry Consultants:
    Hasan Ramadhan              Dr. Cesar Barajas-Olalde (Schlumberger)
    Omar Bawazir                Dr. Abdullatif Qahwash (KFUPM)




Outline
                        INTRODUCTION
                        LOCATION
                        GEOLOGY
    ( Seismic Part )                ( Geo-electric Part )
  SEISMIC EQUIPMENT             BACKGROUND
  FIELD GEOMETRY                INSTRUMENTAL USED
  NOISE ANALYSIS                GEOMETRY PARAMETERS
  PRE-PROCESSING                PARAMETERS AND
                                MEASUREMENTS
  PROCESSING                    PROCESSING
  INTERPRETATION                INTERPERTATION

                       INTEGRATION
                       CONCLUSION




                                                                                    1
19.01.2008




     INTRODUCTION
     LOCATION
     GEOLOGY



                             Ahmed Al Zawwad




INTRODUCTION

     W t t e e p o Sc u be ge
     With the help of Schlumberger we were going to make
                                         we e go g      a e
     our senior project an “Integration of Surface Seismic
     with Geo-electric data”

     From this we would like to accomplish:
       1. Acquiring as much knowledge about the
            subsurface.
       2. See the relation between Refraction and Geo-
            electric method.




                                                                      2
19.01.2008




LOCATION
• The area that we agreed on doing the experiment in, is
  Dhahran Techno Valley.
• It lies over the proven Dammam reservoir.
                   p
• By knowing the weathering layers properties over this
  region it could help in reflection seismic “ static
  correction”.

                               N




                                             160 m




  Geology


     Generally the geology
     expected     to    be
     encountered is either
     of the Dammam
     Formation or Rus
     Formation.
     Formation.




                                M. NAMIK CAGATAY 1990.




                                                                   3
19.01.2008




 SIESMIC PART



         SIESMIC EQUIPMENT
         FIELD GEOMETRY
         NOISE ANALYSIS



                                     Ali Al Halal




Seismic Equipment
    3 days field work
       Day 1:
          Decision of receiver and
          shot locations.
          Flags determined the
          locations.
          Digging to place the
          geophones.




                                                            4
19.01.2008




Seismic Equipment
  3 days field work
     Day 2:
        3D Geophones were put in.
        Cable connected.
        3 geodes were used.
        Noise analysis.




Seismic Equipment
    3 days field work
       Day 3:
          Hammer source.
                    source.
          9 shots were recorded
          with a stack of 7.
          Using      the    Seismic
          acquisition       machine
          “Geometrics” the shots
          were recorded.
                recorded.




                                              5
19.01.2008




Seismic Equipment




Field Geometry




             160m ( 32 Geophones 5m apart)




    Loose Sand
                            BEDROCK




                                                     6
19.01.2008




Noise Analysis

    Before any shots are
    recorded noise analysis
         d d i         l i
    has to be done for QC.



   We noticed a very noisy
   source that distorted the
   data.




Noise Analysis


                               Stop The
                               NOISE!!    ????




                                                         7
19.01.2008




            PRE-PROCESSING
            PROCESSING
            INTERPRETATION




                           Abdulrahman Al-Shuhail




Pre-Processing
 • The 3 component data was recorded using 1 profile, hence we
   got 96 traces in each record.
 • Before any processing could take place we had to separate the
   H-1 and H-2 components.
 • Using VISUAL SUNT we successfully separated the
   components and got only the V-3 component.




                                                                           8
19.01.2008




Processing

►   Then next was to pick the
    first breaks.
          breaks

►   Using SeisOPT Picker we
    were able to get the first
    arrivals.

►   It was difficult to find the
    first break when the shot was
    furthest from the sand.




Processing

    For modeling we used
    SeisOPT@2D.
    SeisOPT@2D



    Before modeling the data
    we had to check the first
    arrivals with respect to
       i l ih
    the other shots.




                                            9
19.01.2008




Interpretation

      • First model that we obtain has its parameters
        automatically calculated
                      calculated.

      • Then we run it ten more times while changing one
        of the parameters.

      • Finally we take the 3 least error models.




Interpretation
Best Models

         (a) Error: 4.872072e-006




         (b) Error:5.523698e-006




         (c) Error:4.934083e-006




                                                                  10
19.01.2008




Interpretation




  Each model defines a certain area bounded by the ray paths.




Interpretation




                                                                       11
19.01.2008




GEO-ELECTRIC PART



        BACKGROUND
        INSTRUMENTS USED
        GEOMETRY PARAMETERS
        PARAMETERS AND MEASUREMENTS




                               Hassan Al Ramadhan




 BACKGROUND

 • Principle: transmitting a DC current “I” through two
   electrodes and measuring a voltage “V” with two other
   electrodes

 • Apparent resistivity:   pa = k V / I   , K depending on the
   electrode separation

 • Detects many kinds of features
   – layering
   – folds, faults
   – bedrock
   – voids and cavities




                                                                        12
19.01.2008




SURVEY STRATEGY




                                             Dr. Laurent Marescot, 2007




 WENNER-SCHLUMBERGER ARRAY
• Sensitive to both horizontal & vertical changes

           CA                                    CB
                          PM       PN

                   nD          D        nD
      CA & CB = current electrodes
      PM & PN = potential electrodes
                      i l l      d

      n = the ratio of the distances between the CA- PM and PM- PN




                                                                                 13
19.01.2008




                               The IRIS instrument (Syscal R1 Plus):
           INSTRUMENTS USED
         Specifications: Applications:
    •     Measures both resistivity and                environmental studies,
          chargeability (IP)                           groundwater investigation,
    •     Two strings of cable with 24                 civil engineering,
          electrode
                                                       Archaeology.
    •     DC current of 2.5mA, 200 watts
                                                       geotechnical investigations




              A current electrode                Syscal R1 PLUS




        GEOMETRY PARAMETERS

•       Number of electrodes= 34
•       A constant electrode spacing “a” = 5 meters               Wenner-Schlumberger
                                                                         Array
                                                                         A
•       Spread length “ L”= 170 meters
•       Depth of investigation= 34 meters

Depth: about 0.2 x L




A        MN     B




                                                                                               14
19.01.2008




PARAMETERS AND MEASUREMENTS
  1) CREATE A SEQUENCE OF READING WITH
           ELECTRE II SOFTWARE.




PARAMETERS AND MEASUREMENTS
   2) TAKING READINGS IN THE FIELD WITH
                Syscal R1 Plus
                 y




                                                 15
19.01.2008




PARAMETERS AND MEASUREMENTS
  Regular check steps during the survey

   • Checking the internal transmitter battery of the SYSCAL.

   • Checking the connection of these electrodes with the “RS
     CHECK” key, by spraying slight salty water around a
     disconnected electrode.




         PARAMETERS AND MEASURMENTS
         PROCESSING
         INTERPERTATION (RES2Dinv)
         INTERPRETATION (RES1D)



                                  Omar Ba-wazir
                                       Ba-




                                                                       16
19.01.2008




PARAMETERS AND MEASUREMENTS
            3) Transfer And Process The Data With
                     PROSYSII Software.
The main functions of the PROSYSII software are the following:
• Data download:




PARAMETERS AND MEASUREMENTS
•Numeric & graphic presentation:




                                                                        17
19.01.2008




   PROCESSING
• Processing                Filtering:




   PROCESSING

       • Make a file readable by the interpretation software:




                                                                       18
19.01.2008




PROCESSING
 Vertical Electrical Sounding (VES):
  •Click on " File| Extract and Save", then "Spreadsheet Sounding".
                  |                           p                 g




• Enter the X location (mid-point of the quadripoles, in meters).
                                                                    AB/2   ohm-m
                                                                    7.5    74.95
                                                                    12.5   67.12
                                                                    17.5   67.15
                                                                    22.5   78.58
                                                                    27.5   93.17
                                                                    32.5   107.46
                                                                    37.5   120.62
                                                                    42.5   130.44
                                                                    47.5   140.37




                      INTERPRETATION
                    (RES2Dinv SOFTWARE)




                                                                                           19
19.01.2008




         INTERPRETATION
       (RES2Dinv SOFTWARE)




INTERPRETATION (RES1D)




                                    20
19.01.2008




INTERPRETATION (RES1D)




INTERPRETATION (RES1D)
                             Observed Field Data                                                       Calculated Data (Response of model B)

         160                                                                             160

         140                                                                             140
         120                                                                             120
         100                                                                             100
                                                                                Ohm -m
                                                                                     m
ohm -m




         80                                                                              80
         60                                                                              60
         40                                                                              40
         20                                                                              20
          0                                                                               0
               0   5   10   15    20     25    30   35   40   45   50                          0   5    10    15     20    25     30    35     40   45   50
                                        AB/2                                                                              AB/2




                                  Layer                            Resistivity (Ohm-m)                 Thickness (m)
                                  1                                91.095                              3.825
                                  2                                41.663                              4.781
                                  3                                73.141                              5.977
                                  4                                208.799                             7.471
                                  5                                484.053




                                                                                                                                                                     21
19.01.2008




Integration




 Conclusion

   • Using two geophysical methods proves to be very useful in
     interpreting the subsurface.
     i        i    h    b f

   • There were many models but we chose the one that agreed
     with real structures and the surface geology seen during the
     acquisition phase.

   • The Seismic and resistivity models agreed in some aspects
                                y          g                p
     (bulging structure), but in other aspects they greatly
     disagreed (middle outcrop).




                                                                           22
19.01.2008




Acknowledgments
• We would like to thank
  Earth              Sciences
  Department for giving us
     p              g    g
  this opportunity.

• We would also like to
  thank        Schlumberger
  Carbonate        Research
  Center for all their help
  and support.

• Everyone that helped us
  accomplish this project.




   Thank
         You




                                       23

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Integration of Seismic and Geo-electric Data

  • 1. 19.01.2008 SENIOR PROJECT Integration of Surface Seismic with Geo-electric Data By: Course Instructor and Project Coordinator Abdulrahman Al-Shuhail Dr. Ali Oncel (KFUPM) Ali Al Halal Ahmed Al Zawwad Academic & Industry Consultants: Hasan Ramadhan Dr. Cesar Barajas-Olalde (Schlumberger) Omar Bawazir Dr. Abdullatif Qahwash (KFUPM) Outline INTRODUCTION LOCATION GEOLOGY ( Seismic Part ) ( Geo-electric Part ) SEISMIC EQUIPMENT BACKGROUND FIELD GEOMETRY INSTRUMENTAL USED NOISE ANALYSIS GEOMETRY PARAMETERS PRE-PROCESSING PARAMETERS AND MEASUREMENTS PROCESSING PROCESSING INTERPRETATION INTERPERTATION INTEGRATION CONCLUSION 1
  • 2. 19.01.2008 INTRODUCTION LOCATION GEOLOGY Ahmed Al Zawwad INTRODUCTION W t t e e p o Sc u be ge With the help of Schlumberger we were going to make we e go g a e our senior project an “Integration of Surface Seismic with Geo-electric data” From this we would like to accomplish: 1. Acquiring as much knowledge about the subsurface. 2. See the relation between Refraction and Geo- electric method. 2
  • 3. 19.01.2008 LOCATION • The area that we agreed on doing the experiment in, is Dhahran Techno Valley. • It lies over the proven Dammam reservoir. p • By knowing the weathering layers properties over this region it could help in reflection seismic “ static correction”. N 160 m Geology Generally the geology expected to be encountered is either of the Dammam Formation or Rus Formation. Formation. M. NAMIK CAGATAY 1990. 3
  • 4. 19.01.2008 SIESMIC PART SIESMIC EQUIPMENT FIELD GEOMETRY NOISE ANALYSIS Ali Al Halal Seismic Equipment 3 days field work Day 1: Decision of receiver and shot locations. Flags determined the locations. Digging to place the geophones. 4
  • 5. 19.01.2008 Seismic Equipment 3 days field work Day 2: 3D Geophones were put in. Cable connected. 3 geodes were used. Noise analysis. Seismic Equipment 3 days field work Day 3: Hammer source. source. 9 shots were recorded with a stack of 7. Using the Seismic acquisition machine “Geometrics” the shots were recorded. recorded. 5
  • 6. 19.01.2008 Seismic Equipment Field Geometry 160m ( 32 Geophones 5m apart) Loose Sand BEDROCK 6
  • 7. 19.01.2008 Noise Analysis Before any shots are recorded noise analysis d d i l i has to be done for QC. We noticed a very noisy source that distorted the data. Noise Analysis Stop The NOISE!! ???? 7
  • 8. 19.01.2008 PRE-PROCESSING PROCESSING INTERPRETATION Abdulrahman Al-Shuhail Pre-Processing • The 3 component data was recorded using 1 profile, hence we got 96 traces in each record. • Before any processing could take place we had to separate the H-1 and H-2 components. • Using VISUAL SUNT we successfully separated the components and got only the V-3 component. 8
  • 9. 19.01.2008 Processing ► Then next was to pick the first breaks. breaks ► Using SeisOPT Picker we were able to get the first arrivals. ► It was difficult to find the first break when the shot was furthest from the sand. Processing For modeling we used SeisOPT@2D. SeisOPT@2D Before modeling the data we had to check the first arrivals with respect to i l ih the other shots. 9
  • 10. 19.01.2008 Interpretation • First model that we obtain has its parameters automatically calculated calculated. • Then we run it ten more times while changing one of the parameters. • Finally we take the 3 least error models. Interpretation Best Models (a) Error: 4.872072e-006 (b) Error:5.523698e-006 (c) Error:4.934083e-006 10
  • 11. 19.01.2008 Interpretation Each model defines a certain area bounded by the ray paths. Interpretation 11
  • 12. 19.01.2008 GEO-ELECTRIC PART BACKGROUND INSTRUMENTS USED GEOMETRY PARAMETERS PARAMETERS AND MEASUREMENTS Hassan Al Ramadhan BACKGROUND • Principle: transmitting a DC current “I” through two electrodes and measuring a voltage “V” with two other electrodes • Apparent resistivity: pa = k V / I , K depending on the electrode separation • Detects many kinds of features – layering – folds, faults – bedrock – voids and cavities 12
  • 13. 19.01.2008 SURVEY STRATEGY Dr. Laurent Marescot, 2007 WENNER-SCHLUMBERGER ARRAY • Sensitive to both horizontal & vertical changes CA CB PM PN nD D nD CA & CB = current electrodes PM & PN = potential electrodes i l l d n = the ratio of the distances between the CA- PM and PM- PN 13
  • 14. 19.01.2008 The IRIS instrument (Syscal R1 Plus): INSTRUMENTS USED Specifications: Applications: • Measures both resistivity and environmental studies, chargeability (IP) groundwater investigation, • Two strings of cable with 24 civil engineering, electrode Archaeology. • DC current of 2.5mA, 200 watts geotechnical investigations A current electrode Syscal R1 PLUS GEOMETRY PARAMETERS • Number of electrodes= 34 • A constant electrode spacing “a” = 5 meters Wenner-Schlumberger Array A • Spread length “ L”= 170 meters • Depth of investigation= 34 meters Depth: about 0.2 x L A MN B 14
  • 15. 19.01.2008 PARAMETERS AND MEASUREMENTS 1) CREATE A SEQUENCE OF READING WITH ELECTRE II SOFTWARE. PARAMETERS AND MEASUREMENTS 2) TAKING READINGS IN THE FIELD WITH Syscal R1 Plus y 15
  • 16. 19.01.2008 PARAMETERS AND MEASUREMENTS Regular check steps during the survey • Checking the internal transmitter battery of the SYSCAL. • Checking the connection of these electrodes with the “RS CHECK” key, by spraying slight salty water around a disconnected electrode. PARAMETERS AND MEASURMENTS PROCESSING INTERPERTATION (RES2Dinv) INTERPRETATION (RES1D) Omar Ba-wazir Ba- 16
  • 17. 19.01.2008 PARAMETERS AND MEASUREMENTS 3) Transfer And Process The Data With PROSYSII Software. The main functions of the PROSYSII software are the following: • Data download: PARAMETERS AND MEASUREMENTS •Numeric & graphic presentation: 17
  • 18. 19.01.2008 PROCESSING • Processing Filtering: PROCESSING • Make a file readable by the interpretation software: 18
  • 19. 19.01.2008 PROCESSING Vertical Electrical Sounding (VES): •Click on " File| Extract and Save", then "Spreadsheet Sounding". | p g • Enter the X location (mid-point of the quadripoles, in meters). AB/2 ohm-m 7.5 74.95 12.5 67.12 17.5 67.15 22.5 78.58 27.5 93.17 32.5 107.46 37.5 120.62 42.5 130.44 47.5 140.37 INTERPRETATION (RES2Dinv SOFTWARE) 19
  • 20. 19.01.2008 INTERPRETATION (RES2Dinv SOFTWARE) INTERPRETATION (RES1D) 20
  • 21. 19.01.2008 INTERPRETATION (RES1D) INTERPRETATION (RES1D) Observed Field Data Calculated Data (Response of model B) 160 160 140 140 120 120 100 100 Ohm -m m ohm -m 80 80 60 60 40 40 20 20 0 0 0 5 10 15 20 25 30 35 40 45 50 0 5 10 15 20 25 30 35 40 45 50 AB/2 AB/2 Layer Resistivity (Ohm-m) Thickness (m) 1 91.095 3.825 2 41.663 4.781 3 73.141 5.977 4 208.799 7.471 5 484.053 21
  • 22. 19.01.2008 Integration Conclusion • Using two geophysical methods proves to be very useful in interpreting the subsurface. i i h b f • There were many models but we chose the one that agreed with real structures and the surface geology seen during the acquisition phase. • The Seismic and resistivity models agreed in some aspects y g p (bulging structure), but in other aspects they greatly disagreed (middle outcrop). 22
  • 23. 19.01.2008 Acknowledgments • We would like to thank Earth Sciences Department for giving us p g g this opportunity. • We would also like to thank Schlumberger Carbonate Research Center for all their help and support. • Everyone that helped us accomplish this project. Thank You 23