Some observations from radiometric ‘8 bit’ data of sediment thin sections based on alternative petrographic image analysis method   总被引：1，自引：0，他引：1  

Sudip Dey  Suvendu Ghosh  Chandrani Debbarma  Prasamita Sarkar  Mhu Aris Marfai  Sabyasachi Maiti 《Journal of Earth System Science》2009,118(2):163-173

This paper deals with the experiment of sediment microstructure analysis especially microfabric mapping by digital imaging. For that purpose the greyscale images (Red band from RGB combination) of the thin sections have been prepared from the selected 12 samples. The basis of this mapping is the reflectance capacity of different sediments which is influenced by the physical parameters like grain size and colour. The reflectances of different sediments are represented in digital format by different DN values from 0–255 within the radiometric ranges of ‘8 bit’ data. Density slicing has been chosen as the method of microstructure mapping in this research. This study shows that lower DN values normally present dark coloured coarser sand and clay while higher DN values present light coloured finer sediment samples. In the selected samples for this study the maximum DN value has been found from micaceous materials. Another remarkable thing observed from the microfabric mapping is that the presence of coarser sediments forms complex microfabric pattern than the finer sediments in the study area. Though this method have some demerits, still its simple technique can be very useful for accurate microstructure analysis.  相似文献   

2008 Best Paper Award     

Jong Hyuk Park  Jianhua Ma  Laurence T. Yang  Anind K. Dey 《Mathematical Geosciences》2009,41(8):955-956

Announcement

2008 Best Paper Award  相似文献   

On the Nature of the Compact Star in 4U 1728-34     

Li XD  Ray S  Dey J  Dey M  Bombaci I 《The Astrophysical journal》1999,527(1):L51-L54

The discovery of kilohertz quasi-periodic oscillations (kHz QPOs) in low-mass X-ray binaries (LMXBs) with the Rossi X-Ray Timing Explorer has stimulated extensive studies of these sources. Recently, Osherovich & Titarchuk suggested a new model for kHz QPOs and the related correlations between kHz QPOs and low-frequency features in LMXBs. Here we use their results to study the mass-radius relation for the atoll source 4U 1728-34. We find that, if this model is correct, 4U 1728-34 is possibly a strange star rather than a neutron star.  相似文献   

Predicting Overbreak from Blast Vibration Monitoring in a Lake Tap Tunnel - A Success Story     

V. M. S. R. Murthy  Kaushik Dey 《Fragblast: International Journal for Blasting and Fragmentation》2003,7(3):149-166

Tunnels are required to be constructed for meeting different human needs such as power generation, transportation, underground storage, sewage etc. The predominant method of excavation, world over, is drilling and blasting owing to its capability to meet changing geo-technical conditions. Irrespective of the purpose for which the tunnels are driven, all are plagued by overbreak problems. Tunnels driven for water conveyance in hydroelectric power projects, in particular, need to be excavated with minimum overbreak to minimise cost of permanent concrete lining. Thus, predicting overbreak assumes significant importance to design site-specific blasts for minimizing rock damage. This paper presents a brief review of existing PPV (Peak Particle Velocity) based blast-induced rock damage estimation criteria and attempts to outline the ground vibration threshold levels for overbreak/rock damage in a tunnel driven through compact basalt. Rock damage manifested as overbreak is measured and correlated with the possible threshold levels of PPV. Also, the PPV levels for crack initiation and widening are proposed. The case pertains to a lake tap horizontal tunnel of Koyna Hydro-electric Power Project, India which is a water feeder tunnel for a fully underground hydroelectric power project. The tunnel was driven under a shallow rock cover of average depth ranging from 20 to 25m beneath a fully charged water body. The parting rock is mainly compact basalt. Blasting was carried out in two rounds in a controlled manner, i.e., by limiting the maximum charge per delay based on ground vibration monitoring. Ground vibration generated with free face (in second round) has been modeled and a new ground vibration propagation equation is proposed for tunnel blasting including the effect of an extra free face. The threshold limits of PPV for different degrees of overbreak/rock damage are proposed from extrapolated vibration predictor equation. The actual overbreak in the tunnel, measured using a Planimeter, varied from 2.45 per cent to 17.75 per cent of the finished tunnel area. The predicted overbreak from extrapolated PPV measurements is compared against the measured overbreak to validate the proposed blast-induced rock damage (BIRD) assessment model. The PPV level for overbreak was found to exceed 2050 mm/s in compact basalt. A linear relationship between the overbreak and maximum charge per delay is also established to design a tunnel blast in similar formations.  相似文献   

The Occurrence of Agricultural Chemicals in Illinois' Rural Private Wells: Results from the Pilot Study     

E. Mehnert  S.C. Schock  M.L. Earnhardt  M.E. Caughey  S.F.J. Chou  W.S. Dey  G.B. Dreher  C. Ray 《Ground Water Monitoring & Remediation》1995,15(1):142-149

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Preconsolidation stress in the Vega Baja and Media areas of the River Segura (SE Spain): Causes and relationship with piezometric level changes     

R. Toms  C. Domenech  A. Mira  A. Cuenca  J. Delgado 《Engineering Geology》2007,91(2-4):135-151

Preconsolidation stress (σ′_p) is the maximum effective stress that a soil has suffered throughout its life. From a geotechnical point of view, preconsolidation stress has a great importance because it separates elastic and reversible deformations from inelastic and only partially irreversible deformations and marks the starting point of high compressibility. This study calculates the preconsolidation stress for 139 undisturbed soil samples from the Vega Baja and Media of the Segura river (SE Spain), using the uniaxial consolidation test and applying the method proposed by Casagrande while using a novel analytical procedure proposed by Gregory et al. [Gregory, A.S., Whalley, W.R., Watts, C.W., Bird, N.R.A., Hallet, P.D., Whitmore, A.P., 2006. Calculation of the compression index and precompression stress from soil compression test data. Soil and Till. Res., 89, 45–57] to avoid subjective interpretations of maximum curvature point. The results show overconsolidation ratio (OCR — the ratio of preconsolidation stress to current natural overburden stress) values for the 10–15 m depth of soil varying from 2 to 14 and maximum preconsolidation stresses above 800 kPa. The main causes of calculated preconsolidation identified are desiccation due to seasonal drying and wetting cycles that have induced additional stresses always lower than 42 kPa for the more superficial samples. Water level decline due to the reduction of recharge suffered by the aquifer system during periods of drought and the uncontrolled withdrawal of water is considered to be the second cause of anomalous OCR values. This second cause induces low stresses to the more superficial layers (lower than 41 kPa) that can reach values higher than 150 kPa for the deeper layers for known water level decreases. In consequence, the soils of the Vega Baja and Media of the Segura river are highly overconsolidated for the first 5 m, decreasing gradually with depth to 10–15 m deep. For samples located deeper than 15 m the soils seem to be underconsolidated, probably due to the existence of confined aquifers that cause deviations from a hydrostatic and linear pore pressure model. This fact has a huge practical significance which implies that deformations affecting superficial layers are lower than those expected for deeper layers for the same load.  相似文献   

Geochemical characteristics of mafic and ultramafic rocks from the Naga Hills Ophiolite,India:Implications for petrogenesis     

Ajoy Dey  M.Faruque Hussain  Mrigendra N.Barman 《地学前缘(英文版)》2018,9(2):517-529

The Naga Hills Ophiolite(NHO) represents one of the fragments of Tethyan oceanic crust in the Himalayan Orogenic system which is exposed in the Phek and Kiphire districts of Nagaland, India. The NHO is composed of partially serpentinized dunite, peridotite, gabbro, basalt, minor plagiogranite,diorite dyke and marine sediments. The basalts are mainly composed of fine grained plagioclase feldspar, clinopyroxene and orthopyroxene and show quenching and variolitic textures. The gabbros are characterized by medium to coarse grained plagioclase, orthopyroxene and clinopyroxene with ophitic to sub-ophitic textures. The ultramafic cumulates are represented by olivine, Cpx and Opx.Geochemically, the basalts and gabbros are sub-alkaline to alkaline and show tholeiitic features.The basalts are characterized by 44.1-45.6 wt.% of SiO_2 with 28-38 of Mg#, and the gabbros by38.7-43.7 wt.% of SiO_2, and 26-79 of Mg#. The ultramafic rocks are characterized by 37.4-52.2 wt.% of SiO_2, and 80-88 of Mg#. In multi-element diagrams(spidergrams) both basalts and gabbros show fractionated trends with strong negative anomalies of Zr. Nb. Sr and a gentle negative anomaly of P.However, the rare earth element(REE) plots of the basalts and gabbros show two distinct patterns. The first pattern, represented by light REE(LREE) depletion, suggests N-MORB features and can be interpreted as a signature of Paleo-Tethyan oceanic crust. The second pattern, represented by LREE enrichment with negligible negative Eu anomaly, conforms to E-MORB, and may be related to an arc tectonic setting. In V vs. Ti/1000, Cr vs. Y and AFM diagrams, the basalts and gabbros plot within Island Arc Tholeiite(IAT) and MORB fields suggesting both ridge and arc related settings. The ultramafic rocks exhibit two distinct patterns both in spidergrams and in REE plots. In the spidergram, one group displays highly enriched pattern, whereas the other group shows near flat pattern compared to primordial mantle. In the REE plot, one group displays steeper slopes [(La/Yb)N = 4.340-4.341], whereas the other displays moderate to flat slopes [(La/Yb)N = 0.97-1.67] and negative Eu-anomalies. Our study suggests that the ultramafic rocks represent two possible mantle sources(fertile and refractory).  相似文献   

Bayesian Markov Chain Random Field Cosimulation for Improving Land Cover Classification Accuracy   总被引：2，自引：0，他引：2  

Weidong Li  Chuanrong Zhang  Michael R. Willig  Dipak K. Dey  Guiling Wang  Liangzhi You 《Mathematical Geosciences》2015,47(2):123-148

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Implications for planning of hydroelectric projects in Northeast India: an analysis of the impacts of the Tipaimukh project     

Choudhury  Nazrana Begam  Dey Choudhury  Soma Roy 《GeoJournal》2021,86(4):1999-2019

In recent years, while developed countries are decommissioning hydroelectric projects (HEPs)/dams at a higher rate than constructing new ones, developing economies are doing the opposite. Although HEPs are regarded green, renewable and cheap, recent studies reveal that they do more harm than good. The impacts of HEPs are multiple, including socio-economic, environmental and geopolitical. India’s Northeastern (NE) region is a part of the Ganges–Brahmaputra–Meghna river basin, and has immense hydropower potential. A large number of HEPs are planned or under construction in the region, mainly in the hilly states of Arunachal Pradesh, Manipur, Meghalaya, Sikkim and Mizoram. One such mega project is the Tipaimukh multipurpose HEP, to be constructed on the Barak river in the state of Manipur. The project is highly controversial, and is being protested against by the locals, academicians, researchers, social activists, NGOs, as well as Bangladesh. Further, a serious cost–benefit analysis, judicious environmental impact assessment and democratic public hearings have been questioned. The area submergence of the project is disproportionately high compared to other such projects of NE India, and the project site and the adjoining areas form a part of Indo-Burma global biodiversity hotspot. The present study details the impacts of the project from multidisciplinary perspectives, categorized into bio-physical, socio-economic and geopolitical impacts, including impacts on the downstream riparian nation—Bangladesh. Based on the study, we have provided recommendations, if ever the construction of project is actualized. Since there is lack of any such analysis, the present study is of immense significance on the decision making of the project, and paves a guideline for impact analysis of the upcoming large number of projects of the region.

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Geophysical Log-based Coal Characterization of Middle Permian Barakar Formation from North Karanpura Coal Field,India     

Joyjit Dey  Souvik Sen  Surjyendu Bhattacharjee 《Journal of the Geological Society of India》2018,92(1):36-44

North Karanpura coal field is the western most marginal coal bearing segment of east-west trending Damodar valley basin. It consists of middle Permian Barakar Formation with sandstone, siltstone, coal and shale being the dominant lithofacies, deposited in a fluvial meandering environment, giving rise to repetitive fining upwards cycles. Study of geophysical logs, the drilled core holes were used to identify lithofacies, correlate coal seams with splitmerge behavior; which has been used to understand lateral and vertical facies disposition. Geophysical logs have been employed to compute various coal assay parameters–ash, fixed carbon, moisture, volatile content, cleat porosity, vitrinite reflectance seam wise. Study of log based coal assay parameters, calibrated with lab based values depicts lateral coal quality variation, i.e. decreasing ash content, higher fixed carbon from east to west, which can be a great proxy for future development of field or mine planning.  相似文献