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Sorption behavior of coal for implication in coal bed methane an overview

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International Journal of Mining Science and Technology 2017年第2期27卷 307-314页

作者： manasi Manjari Mohanty Bhatu Kumar Pal N.I.T. Rourkela 769008OdishaIndia Mining Engineering Department N.I.T Rourkela 769008OdishaIndia

CBM has been recognized as a significant natural gas resource for a long time. Recently, CO_2 sequestration in coalbeds for ECBM has been attracting growing attention because of greater concerns about the effects of greenhouse gases and the emerging commercial significance of CBM. Reservoir-simulation technology,as a useful tool of reservoir development, has the capability to provide us with an economic means to solve complex reservoir-engineering problems with efficiency. The pore structure of coal is highly heterogeneous, and the heterogeneity of the pores depends on the coal type and rank.

关键词： ECBM Greenhouse gases Sequestration Adsorption and desorption Porosity and permeability

Short-term mixed electricity demand and price forecasting using adaptive autoregressive moving average and functional link neural network

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Journal of Modern Power Systems and Clean Energy 2019年第5期7卷 1241-1255页

作者： Sujit Kumar dash Pradipta Kishore dash Siksha O Anusandhan Deemed to be University Bhubaneswar 751030India

A new hybrid adaptive autoregressive moving average(ARMA)and functional link neural network(FLNN)trained by adaptive cubature Kalman filter(ACKF)is presented in this paper for forecasting day-ahead mixed short-term demand and electricity prices in smart *** hybrid forecasting framework is intended to capture the dynamic interaction between the electricity consumers and the forecasted prices resulting in the shift of demand curve in electricity *** proposed model comprises a linear ARMA-FLNN obtained by using a nonlinear expansion of the weighted *** nonlinear functional block helps introduce nonlinearity by expanding the input space to higher dimensional space through basis *** train the ARMA-FLNN,an ACKF is used to obtain faster convergence and higher forecasting *** proposed method is tested on several electricity markets,and the performance metrics such as the mean average percentage error(MAPE)and error variance are compared with other forecasting methods,indicating the improved accuracy of the approach and its suitability for a real-time forecasting.

关键词： Mixed demand and price forecasting Cubature Kalman filter Price spikes Smart grids

Computation of pressure drop for dilute gas-solid suspension across thin and thick orifices

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Particuology 2021年第2期19卷 209-221页

作者： Santosh Kumar Senapati Sukanta Kumar dash Department of Mechanical Engineering Indian Institute of Technology KharagpurWest Bengal 721302India

The present work deals with the computation of the gas-solid two-phase flow pressure drop across thin and thick orifices for a vertically downward flow configuration at the higher limits of a dilute phase flow situation(0.01≤αs,in≤0.10).The Eulerian-Eulerian(two-fluid)model has been used in conjunction with the kinetic theory of granular flow with a four-way coupling *** validation of the solution process has been performed by comparing the computational result with the existing experimental *** is observed that the two-phase flow pressure drop across the orifice increases with an increase in the thickness of the orifice,and the effect is more prominent at higher solid *** pressure drop is found to increase with an increase in the solid volume *** increase in the Reynolds number or the area ratio increases the pressure *** increase in the size of the particles reduces the pressure drop across the orifice at both small and relatively large solid volume ***,a two-phase multiplier has been proposed in terms of the relevant parameters,which can be useful to evaluate the gas-solid two-phase flow pressure drop across the orifice and can subsequently help to improve the system performance.

关键词： Dilute phase flow Gas-solid flow Thin and thick orifice Vertically downward flow Pressure drop

Pressure recovery characteristics for a dilute gas-particle suspension flowing vertically downward in a pipe with a sudden expansion: A two-fluid modeling approach

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Particuology 2020年第3期18卷 100-111页

作者： Santosh Kumar Senapati Sukanta Kumar dash Department of Mechanical Engineering Indian Institute of Technology KharagpurWest Bengal 721302India

This work applies the Eulerian-Eulerian model in conjunction with the kinetic theory of granular flow and inter-particle collisions to study the characteristics of pressure recovery for a dilute gas-particle suspension flowing through a pipe with a sudden expansion at a relatively higher solid *** do so,the numerical procedure was validated against experimental results for relatively small dilute phase flows in a pipe with a sudden expansion;a satisfactory agreement was ***,the effect of the two significant numerical parameters namely,the speculairty coefficient and the coefficient of restitution for particle-particle collisions were investigated and then,for fixed combinations of these parameters the effect of particle-phase volume fraction,particle density,particle size,and inlet slip ratio were *** was concluded that pressure recovery diminishes as the speculairty coefficient increases and the particle-particle coefficient of restitution *** recovery was found to increase with increasing solid volume fraction for coarse particles whereas,for fine particles,a critical volume fraction is obtained above which pressure recovery *** increase in slip ratio is found to diminish pressure ***,at relatively higher solid volume fractions,a critical diameter was found,above and below which pressure recovery decreases.

关键词： Gas-solid flow Sudden expansion pipe Eulerian-Eulerian model Pressure recovery Vertically downward flow

Experimental p-y curves for liquefied soils from centrifuge tests

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Earthquake Engineering and Engineering Vibration 2021年第4期20卷 863-876页

作者： Suresh R.dash Subhamoy Bhattacharya School of Infrastructure Indian Institute of Technology BhubaneswarIndia Department of Civil and Environmental Engineering University of SurreyUK

The present study aims to obtain p-y curves(Winkler spring properties for lateral pile-soil interaction)for liquefied soil from 12 comprehensive centrifuge test cases where pile groups were embedded in liquefiable *** p-y curve for fully liquefied soil is back-calculated from the dynamic centrifuge test data using a numerical procedure from the recorded soil response and strain records from the instrumented *** p-y curves were obtained for two ground conditions:(a)lateral spreading of liquefied soil,and(b)liquefied soil in level *** ground conditions are simulated in the model by having collapsing and non-collapsing intermittent boundaries,which are modelled as quay *** p-y curves back-calculated from the centrifuge tests are compared with representative reduced API p-y curves for liquefied soils(known as p-multiplier).The response of p-y curves at full liquefaction is presented and critical observations of lateral pile-soil interaction are *** on the results of these model tests,guidance for the construction of p-y curves for use in engineering practice is also provided.

关键词： liquefaction pile foundation p-y curve centrifuge test

Pile foundation in alternate layered liquefiable and non-liquefiable soil deposits subjected to earthquake loading

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Earthquake Engineering and Engineering Vibration 2024年第2期23卷 359-376页

作者： Praveen Huded M Suresh R dash LEA Associates South East Asia Pvt.Ltd. New Delhi 110044India Indian Institute of Technology Bhubaneswar Khurda 752050India

Pile foundations are still the preferred foundation system for high-rise structures in earthquake-prone *** foundations have experienced failures in past earthquakes due to *** on pile foundations in liquefiable soils has primarily focused on the pile foundation behavior in two or three-layered soil ***,in natural occurrence,it may occur in alternative layers of liquefiable and non-liquefiable ***,the experimental and/or numerical studies on the layered effect on pile foundations have not been widely addressed in the *** of the design codes across the world do not explicitly mention the effect of sandwiched non-liquefiable soil layers on the pile *** the present study,the behavior of an end-bearing pile in layered liquefiable and non-liquefiable soil deposit is studied *** study found that the kinematic bending moment is higher and governs the design when the effect of the sandwiched non-liquefied layer is considered in the analysis as opposed to when its effect is ***,ignoring the effect of the sandwiched non-liquefied layer in a liquefiable soil deposit might be a nonconservative design approach.

关键词： pile foundation liquefaction alternately layered soil fixity effect layered effect

Multifault diagnosis in WSN using a hybrid metaheuristic trained neural network

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Digital Communications and Networks 2020年第1期6卷 86-100页

作者： Pabitra Mohan Khilar Tirtharaj dash Department of Computer Science and Engineering National Institute of Technology RourkelaOdisha769008India Department of Computer Science and Information Systems Birla Institute of Technology and Science PilaniGoa CampusGoa403726India

Wireless sensor networks are susceptible to failures of nodes and links due to various physical or computational *** physical reasons include a very high temperature,a heavy load over a node,and heavy *** reasons could be a third-party intrusive attack,communication conflicts,or *** fault diagnosis has been a well-studied problem in the research *** this paper,we present an automated fault diagnosis model that can diagnose multiple types of faults in the category of hard faults and soft *** proposed model implements a feed-forward neural network trained with a hybrid metaheuristic algorithm that combines the principles of exploration and exploitation of the search *** proposed methodology consists of different phases,such as a clustering phase,a fault detection and classification phase,and a decision and diagnosis *** implemented methodology can diagnose composite faults,such as hard permanent,soft permanent,intermittent,and transient faults for sensor nodes as well as for *** proposed implementation can also classify different types of faulty behavior for both sensor nodes and links in the *** present the obtained theoretical results and computational complexity of the implemented model for this particular study on automated fault *** performance of the model is evaluated using simulations and experiments conducted using indoor and outdoor testbeds.

关键词： Wireless sensor network Fault diagnosis Link failures Neural networks Meta-heuristic algorithm

Label-free colorimetric estimation of proteins using nanoparticles of silver

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Nano-Micro Letters 2010年第3期2卷 164-168页

作者： Siddhartha Shrivastava Debabrata dash Department of Biochemistry Institute of Medical SciencesBanaras Hindu University

Metallic nanoparticles have received considerable attention in bioassays and diagnostics due to their unique surface plasmon resonance(SPR) *** nanoparticles have been employed for the development of SPR-based colorimetric *** the present report we have described a sensitive colorimetric approach for estimation of proteins,within a detection limit of 10?80 μg/m L,using unmodified silver *** the common advantages of colorimetric assay such as simplicity,high sensitivity,and low cost,our method has a label-free design and provides an important and attractive alternative to classical sensing probes and *** present work will contribute to the development of nanotechnology-based diagnostic tools.

关键词： Silver nanoparticles Agglutination Surface plasmon resonance Colorimetric estimation Bovine serum albumin Immunoglobulin

Stabilization of expansive soils using chemical additives: A review

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Journal of Rock Mechanics and Geotechnical Engineering 2022年第4期14卷 1319-1342页

作者： Dharmendra Barman Sujit Kumar dash Department of Civil Engineering Indian Institute of Technology KharagpurKharagpur721302India

Volume instability of expansive soils due to moisture fluctuations is often disastrous,causing severe damages and distortions in the supported *** is,therefore,necessary to adequately improve the performance of such soils that they can favorably fulfil the post-construction stability *** can be achieved through chemical stabilization using additives such as lime,cement and fly *** this paper,suitability of such additives under various conditions and their mechanisms are reviewed in *** is observed that the stabilization process primarily involves hydration,cation exchange,flocculation and pozzolanic *** degree of stabilization is controlled by several factors such as additive type,additive content,soil type,soil mineralogy,curing period,curing temperature,delay in compaction,pH of soil matrix,and molding water content,including presence of nano-silica,organic matter and sulfate *** of nano-silica not only improves soil packing but also accelerates the pozzolanic ***,presence of deleterious compounds such as sulfate or organic matter can turn the treated soils unfavorable at times even worser than the unstabilized ones.

关键词： Expansive soil Cement Lime Fly ash Pozzolanic reactions Sulfate attack