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Abstract: Detailed sedimentary textural and chemical studies were made for 47 samples, collected from 25 sampling profile across the northern part of Damietta Branch, River Nile, Egypt to arrive the nature of the bottom-sediments and their chemical status. The regional distribution of the textural composition of the examined sediments was found essentially consisting of silt>clay in the southern parts, muddy at the middle, and clay>silt toward the northern parts. The general textural distribution of the bottom-sediments reflects the general hydrodynamic depositional regime prevailing within the river branch. The geochemistry of the bottom-sediments provides an assemblage of cations and anions reflecting the multi-variant status of the geochemical-environment around the river-branch. The present trace elements (Cu, Cd, Pb, Zn, Cr, and Co) display variable concentrations enclosed in the bottom-sediments, proving unwise treatments with the river-branch. Vital environmental awareness and necessary rehabilitation are required.
Keywords- bottom-sediments, chemistry, Damietta-branch, textures.
[1]. Collinson, J.D. (1986): Alluvial sediments. In: Reading, H.G.ed. Sedimentary Environments and Facies. Black well sci. Pub., 20-62
[2]. Abdel-Nabi, S. M. (2018): The geoenvironmental assessment of the bottom-sediment and water of the northern part of the Damietta Branch, River Nile – Egypt. M. Sc. Thesis, Geol. Dept., Fac. Sci., Port-Said University, 171p.
[3]. Abdel-Moati, A. R. (1990): Behavior and fluxes of copper and lead in the Nile River Estuary. Estuarine: Coastal and shelf science, Vol.30, PP 153-165.
[4]. El-Sokkary, I.H. and Muller,G.(1990): Assessment of Chromium , Nickel, Lead and Cadmium sediments of the River Nile, Egypt. Sci. total envir., STNDL Vol.97/98, PP 455-463.
[5]. Abbas, M. M. & Hans, K. (1996): Seasonal variation and mineralogical of suspended sediments in the River Nile between Esna and Nag Hammadi barrages, Egypt. Egypt J.Geol, Vol.40(1), PP 67-86.
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Abstract: An important aspect of seismic reflection processes is the evaluation of subsurface velocity (Velocity Modeling), which is a major step in geological and geophysical interpretations; the values obtained are used to controls and check the quality of the depth of subsurface images obtained. One main limitation in velocity modeling is its non-uniqueness, because several velocity models can produce same subsurface images, thus several iterations is needed to generate a robust velocity model, although achieving a good well tie can be very challenging.This paper developed a velocity model ofthe study area (K-Field, Niger Delta Area) usinga layer-cake methodto create the required model.Seismic interpretation program "SISMAGETM" was used to build the velocity model for the area. Therobustvelocity.
Keywords- Modeling, Horizons, Conversion, Velocity, Depth, Kirging, Checkshot, Compaction.
[1]. Al – Chalabi, M (1979). Velocity determination from Seismic Reflection data. In: Development in Geophysical Exploration Methods, 1-68.
[2]. Cameron, M; Fomel, S; Sethian, J (2008). Time to depth conversion and seismic velocity estimation using time migration velocity. Geophysics, 73, 205-210.
[3]. Crabtree, N; Hill, D;Velt Meijer (2001). Depth prediction from a prestack depth image: A case study of Dutch North Sea. Society of Exploration Geophysicist (SEG) Abstract, 12-21
[4]. Dix, C.N. (1955). Seismic velocities from surface measurements. Geophysics, 20, 68-86.
[5]. Doust, H; Omatsola, E; Edwards, J.D;Santogrossi, P.A (1990). Divergent/Passive Margin Basins. Association of American Petroleum Geologists (AAPG) Memoir, 48, 201-238.
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Abstract: Eight (8) vertical electrical soundings (VES) were conducted at predetermined points to assess the extent of contamination of the water supply aquifersystems in New Owerri area. Lithological cross sectional analysis using electrofacies packages from geoelectric logsrevealedthat the underlying lithofacies are predominantly gravels, sandstones, clays and silts. The analysis of the four profiles: AB, CD, EF and GH revealed a transient (perched) aquifer system within the depth of 20.0 to 38.5 m.Gravels and sandstones, which constitutethe major aquiferous units, readily yield copious water to boreholes and wells.The 3 to 4 Geo-electric layers obtained in the study area also showed that depth to water..........
Keywords- Sounding, Contaminant, load, aquifer, attenuation, groundwater.
[1]. Adegoke, A. C. N. and Alayi, O. 1989, Drilling techniques for ground water in sedimentary term in S.E Nigeria Jour. Min. Geol. 26: page 171-181.
[2]. Albinet and Mergar I. 1970, mapping of Ground water Vulnerability to contamination Orleans, France. Bull Brgm 2 section 3, No 4, page 13-22.
[3]. Bashment Y. and Collins M. 1987, Mapping to assess ground water vulnerability to pollution TNO committee on Hydrological research. The Hague Proceedings and information No 38: page 279-307
[4]. Beck, A. E. 1981, physical principles of exploration methods. Macmillan press LTD London
[5]. David, D. 2002, Introduction to hydrogeology. M.C. Grawhill Higher education, New York, USA...
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Abstract: The use of geotechnologies and the proposal of geoinformation on the areas of anthropic control are diverse, especially a generation of prognostic scenarios. Thus, a conceptual review is needed on a series of prognostic scenarios and expansion models of areas of use to compile the information and understandings about the current scenario of the Brazilian publications volume of studied areas. That is, predict the future of publications based on past and present. An important part of the development was between the generation of a scenario of prognosis and geography, showing the importance of geoinformation-supported planning to understand the changes of variables in the creation of a model that is linked..........
Keywords- Modeling, Horizons, Conversion, Velocity, Depth, Kirging, Checkshot, Compaction.
[1]. Modelos Integrados em Geografia. CHORLEY, Richard; HAGGETT, Peter.
[2]. ANPPAS. http://www.anppas.org.br/novosite/index.php
[3]. INPE. http://www.inpe.br/
[4]. MMA. http://www.mma.gov.br/
[5]. IBEAS. http://www.ibeas.org.br/
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Abstract: Although the surface wave can serve a very useful purpose if adequately utilized to infer near surface information making use of the Multichannel Analysis of Surface Wave (MASW), it can also constitute serious menace to the entire body wave seismic data during acquisition and processing, if there is no deliberate plan to remove it during data acquisition. This research was carried out with the objective to examinehow shear wave velocity structure of rocks can influence the generation of surface wave. This will throw more light and facilitate the design of an effective means of getting rid of the menace of surfacewave at the level of data acquisition, when it is not needed forMASW analysis.............
Keywords- Shear wave, Surface wave, Velocity Structure, Amplitude, Seismic Method, MASW.
[1]. Carolyn, D., 2010, Seismic Processing – Noise Attenuation Techniques For Relative Amplitude Processing, Center Manager, ION/ GXT-Guide, Petroleum Africa December 2010 48.
[2]. Ken, K., and Sacchi, M., 2011, Ground Roll Attenuation Using Local Wavefield Decomposition (LWD), Recovery – 2011 CSPG CSEG CWLS Convention pp2.
[3]. Richart, F. E., Hall, J. R., and Woods, R. D., 1970, Vibrations of soils and foundations: Prentice-Hall, Inc.
[4]. Robert 1994, describes a method used to characterize the regional azimuthal variance of ground-roll for the vertical component of the Cold Lake 3-D seismic data set pp 13-2.
[5]. McCurry, P., 1973, Geology of Degree Sheet 21, Zaria, Nigeria, Overseas Geol. Min. Res. 45..
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Abstract: Recordsoffour (4) seismiclinesfromMoonstone Oil-field Niger Delta have been interpreted forthe structures, anticlinalhorizons and faults present. Porosityand velocity Pseudo Sections were constructedand interpretedfor the observed structures. Velocity pseudo section was usedtoidentify hydrocarbon accumulationzoneby checking for sudden reduction (velocity break and discontinuities) in its value, and regionalcompactiontrends was deducedsince interval velocity value increases with depth. The Porosity Sections for seismic lines M-016, M-020, M029, and M-031 show changes in porosity variation with depth. For line M-016, porosity discontinuities...........
Keywords- Seismic amplitude, Velocity sag, porosity discontinuity, pseudosection
[1]. Dobrin,M.B.,andC.HSavit,(1988),IntroductiontoGeophysicalProspecting,4thed,New York, McGraw-Hill, pp25 – 356.
[2]. Doust H, Omatsola E (1989) Niger Delta. AAPG Memoir 48:pp201–238
[3]. EvamyBD,HaremboureJ,KamelingP,KnaapW.A,MolloyF.A,RowlandsP.H(1978) Hydrocarbonhabitat of tertiary Niger Delta. AAPG Bulletin Vol62:pp1–39
[4]. Fagin,S.W.(1991).SeismicModelingofGeologicStructures.GeophysicalDevelopmentsNo. 2. Society of Exploration Geophysicists, Tulsa, OK, pp 288
[5]. Fitch, A.A. (1976). Seismic Reflection Interpretation. GebrüderBorntraeger, Berlin,(ed.) pp 148..