Near surface geophysical techniques and tools are more extensively applied in geological and geotechnical applications. The non invasive nature and rapid data acquisition in cost efficient manner make them an essentially necessary tool to invasive techniques. The multi channel analysis of surface waves (MASW) is one of the near surface geophysics techniques which have seen intensive applications in the geotechnical and engineering geology [1] . Multichannel analysis of surface waves (MASW) has been successfully applied in various shallow geophysical soundings [2] - [9] . MASW is a rapid and quick methodology to estimate the near surface shear wave velocity (Vs) and overcome more than a few shortcomings of other different techniques which lead to the false impression of phase velocities [10] [11] [12] . Fundamental mode of surface waves is often used, which comprised of the highest energy portion amongst all wave types [13] .

The arrival time coherency difference is the base for identifying the ground roll on multichannel record. The confidence level on shear wave velocity estimation results can be increased using appropriate data processing methodology [14] . Each wavelength has typical velocity signature, named as phase velocity [15] . There is a fundamental assumption that approximately 92% of ground roll phase velocity is comprised subsurface shear wave velocity [16] . The Rayleigh waves or ground rolls can be produced with impact source like hammer and non impact source like vibrosis. The depth penetration of this type of waves in normal conditions is assumed approximately equal to its wavelength [17] .

In current study, we applied fixed receiver geometry for MASW data acquisition in alluvial deposits. In conventional MASW technique, we need to move source and receiver positions for each shot. The current study is an attempt to explore the efficiency of fixed receiver geometry for data acquisition and CMP cross-correlation technique for data processing in alluvium deposits. The study area is located in Wadi Fatima, east of Jeddah city, Saudi Arabia (Figure 1). The Wadi Fatima is one of the distinctive foreland fold-thrust belts in the Arabian-Nubian Shield. The quaternary sediments are comprised of alluvial fillings and fan deposits [12] [18] .

The study area is located in the Wadi Fatima. The outcrops rock comprised of Neo-Proterozoic age in the study area. These outcrops (Figure 2) can be divided into two major lithological units: Fatima group and pre-Fatima basement. The outcrops of pre-Fatima basement include granites, amphibolites, gabbros, andesites and local rhyolitic intrusions. The Fatima group comprised of sedimentary rocks, volcanic rocks and lower greenschist facies. The Wadi fills comprised of moderate to poorly sorted, unconsolidated sand and gravels deposits of tertiary and quaternary age [19] [20] . The Wadi Fatima is a designated as graben structure, commonly termed as Fatima graben having major structural trend NE-SW. Many NW-SE faults dissect Fatima graben. These faults are linked with rifting at Red Sea [18] [21] .

A long receiver array as possible is used in MASW method. Although, the lateral resolution of survey is compromised in longer array, the velocity model provided by the conventional MASW method is averaged over the total length of the spread. A smaller array is more suitable for enhancing lateral resolution [22] . The methodology to acquire data for current survey is similar to conventional MASW Data acquisition; however the receiver’s position was kept fixed. The source offset was increased. The MASW data is collected in 24 points in the study area (Figure 3). The Geometrics System and 24 vertical geophones with 4.5 Hz frequency are employed to acquire surface wave data. A 16lb sledgehammer was employed as a source of seismic waves. The choice of seismic source which meets the project’s goals and requirements has strong influence on project’s efficiency in shallow seismic surveys. Seismic source selected should be efficient to produce strong signal having specific frequency response [23] . Different offset geometries were applied to acquire 24 MASW profiles summarized in Table 1. A land streamer was built for MASW survey with one meter geophone interval using flat metals base connected along flexible Irrigation pipe

(PVC HDPE). The amplitude of surface-wave energy acquired in MASW is several times larger than body wave’s energy which is recorded in other seismic waves methods. Thus, pressure contact geophones can be utilized to record surface wave instead of the normally planted geophones. Pressure coupling actually permits the use of towable “land streamers” for MASW surveys, which results in continuous data acquisition. The efficiency of data acquisition is increased greatly as compared to traditional body wave seismic methods [24] .

Figures 4(a)-(c) are a field photographs demonstrating the procedure adopted for MASW data acquisition. It started with laying down the streamer along the location of surveyed profile, assigning the shots locations using zero distance from first channel (Table 1). Each shot location comprised of 5 stacks recorded in a single file in the recording unit (Figure 4(b)). After finishing the acquisition for all shots, the streamer was dragged by car to next location (Figure 4(c)). The major objective is to test various offset geometries in different alluvial deposits and the effectiveness of cross-correlation CMP gathers processing technique in this environment.

The Common Midpoint (CMP) cross-correlation gathers for MASW data is a known technique with good estimation and accuracy of phase velocity. The CMP stacked gathers are utilized to obtain surface wave dispersion curve [22] [25] [26] [27] . The most vital step is shear wave’s velocity reconstruction in 1D by means of dispersion curve inversion [28] [29] . The inversion can be achieved by many methods like Genetic Algorithms [30] and/or least-squares approach [31] .

The MASW data were acquired in Wadi Fatima, Jeddah, Saudi Arabia. Total 24 MASW profiles were acquired. CMP cross-correlated gather was generated and 1D shear wave velocities were obtained. Each profile was processed through CMP gathers generation, stacking of CMP gathers, generation of dispersion curves and finally by inverting those to obtain a 1D shear wave velocity model. Finally averaging was carried out for each velocity model obtained by inversion dispersion curves. The average velocity (1D) profile was assumed to the representative velocity at the center of each MASW profile obtained CMP stacks. The data acquisition with fixed receiver and multi-offset geometry reliably worked well in fluvial sediments. This technique provides a quicker way to acquire data in less accessible areas.

Rehman, F., El-Hady, S.M., Faisal, M., Harbi, H.M., Ullah, M.F., Rehman, S. and Kashif, M. (2018) MASW Survey with Fixed Receiver Geometry and CMP Cross-Correlation Technique for Data Processing: A Case Study of Wadi Fatima, Western Saudi Arabia. Open Journal of Geology, 8, 463-473. https://doi.org/10.4236/ojg.2018.85027