242 results on '"Eldho, T. I."'
Search Results
202. The use of dual reciprocity boundary elements for simulation of groundwater flow and pollutant transport
- Author
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Eldho, T. I., primary, Young, Der‐Liang, additional, and Rao, B. Vasudeva, additional
- Published
- 1999
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203. Numerical investigation of the effects of sluice spillway roof profiles on the hydraulic characteristics.
- Author
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Bhajantri, M. R., Eldho, T. I., and Deolalikar, P. B.
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- 2008
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204. A kinematic-wave-based distributed watershed model using FEM, GIS and remotely sensed data.
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Reddy, K. Venkata, Eldho, T. I., Rao, E. P., and Hengade, N.
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HYDROLOGIC models ,KINEMATICS ,WAVE analysis ,RUNOFF ,FINITE element method ,WATERSHEDS ,GEOGRAPHIC information systems ,REMOTE sensing ,LAND use - Abstract
This article discusses the development of a hydrologic model for the runoff simulation of a watershed. The authors used a finite element method (FEM) in a kinematic-wave-based distributed watershed model based on geographical information systems (GIS) and remote-sensing-data. Remotely sensed data have been used to extract land cover and land use data while a GIS grid analyzed Manning's roughness and slope. They concluded that the model is useful in predicting the hydrograph in ungauged, small watersheds.
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- 2007
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205. An Improved Ia-S Relation Incorporating Antecedent Moisture in SCS-CN Methodology.
- Author
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Mishra, S. K., Sahu, R. K., Eldho, T. I., and Jain, M. K.
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MOISTURE ,WATERSHEDS ,SOIL conservation ,SOIL management ,RAINFALL ,RESEARCH methodology ,HYDROLOGIC cycle ,METEOROLOGICAL precipitation - Abstract
Employing a large dataset of 84 small watersheds (area = 0.17 to 71.99 ha) of U.S.A., this paper investigates a number of initial abstraction (I
a )-potential maximum retention (S) relations incorporating antecedent moisture (M) as a function of antecedent precipitation (P5 ), and finally suggests an improved relation for use in the popular Soil Conservation Service Curve Number (SCS-CN) methodology for determination of direct runoff from given rainfall. The improved performance of the incorporated M = α√P5 S and Ia = λS²/(S + M) relations, where λ is the initial abstraction coefficient, in the SCS-CN methodology exhibits the dependence of Ia on M, which is close to reality; the larger the M, the lesser will be Ia , and vice versa. Such incorporation obviates sudden jumps in the curve number variation with antecedent moisture condition, an unreasonable and undesirable feature of the existing SCS-CN model. [ABSTRACT FROM AUTHOR]- Published
- 2006
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206. Numerical and physical model studies for hydraulic flushing of sediment from Chamera-II reservoir, Himachal Pradesh, India
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Isaac, Neena, Eldho, T. I., and Gupta, I. D.
- Abstract
Storage capacity of reservoirs across the world is reducing due to sediment deposition and sediment management is important for sustaining the useful life of reservoirs. Sediment management is the governing criteria for the design and operation of new projects. The recent trend is to plan and operate run-of-the-river hydroelectric power projects based on the above criteria. Hydraulic flushing of sediment deposition is an effective option in many of such projects. Since the design and operation of the projects are unique, physical and numerical models can be used for simulating the flushing process and optimizing the design. Chamera Hydro-Electric Project, Stage-II (Chamera-II) across River Ravi in India was designed as a run-of-the-river scheme with provision for hydraulic flushing of reservoir. One Dimensional mathematical model studies were conducted for predicting the probable sedimentation profile. Experiments were conducted on a 1:70 geometric scale model to simulate flushing operation. Sedimentation profiles and quantity of sediment flushed were measured for alternative flushing discharges and durations. The results were used for finalizing the design and layout of various project components and flushing operation for sustaining the reservoir capacity. The effectiveness of flushing could also be confirmed from the field observations.
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- 2014
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207. Sensitivity‐Based Soil Moisture Assimilation for Improved Streamflow Forecast Using a Novel Forward Sensitivity Method (FSM) Approach
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Visweshwaran, R., Ramsankaran, RAAJ., Eldho, T. I., and Lakshmivarahan, S.
- Abstract
The need for and the use of different data assimilation techniques to improve the quality of streamflow forecast is now well established. In this paper, the goal is to demonstrate the power of a new class of methods known as the forward sensitivity method (FSM) which is based on the temporal evolution of model sensitivities with respect to the control variables consisting of initial conditions and parameters. FSM operates in two phases: the first phase provides a simple algorithm for placing observations at or near where the square of forward sensitivities attains their maximum values. Using only this selected subset of observations in a weighted least squares method, the second phase then provides an estimate of the unknown elements of the control variables. In this paper, FSM based assimilation is applied to a simple class of two parameter model in a medium‐sized agriculture dominant watershed lying in the Krishna River Basin, India. Four assimilation scenarios were tested to determine the effect of assimilating only sensitive observations as well as the impact of temporally evolving initial condition sensitivity. Sensitivity results showed that observations during the monsoon time alone are enough for assimilation purposes, which has helped in reducing the computational time greatly. Assimilation and forecast results also indicated that the scenarios which assimilated only sensitive observations are better in estimating daily streamflow. From the obtained results, it is concluded that FSM based assimilation has significant potential to improve the streamflow simulations, especially in places where data availability remains a major challenge. The potential of assimilating only sensitive soil moisture observations on streamflow forecast was demonstrated using a novel forward sensitivity method (FSM) methodImpact of temporally evolving sensitivity of initial condition on hydrological model performance during assimilation was determinedThe sensitivity‐based soil moisture assimilation was effective up to 45 lead days during streamflow forecast The potential of assimilating only sensitive soil moisture observations on streamflow forecast was demonstrated using a novel forward sensitivity method (FSM) method Impact of temporally evolving sensitivity of initial condition on hydrological model performance during assimilation was determined The sensitivity‐based soil moisture assimilation was effective up to 45 lead days during streamflow forecast
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- 2022
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208. Effect of spacing of two offset jets on scouring phenomena
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Dey, Dipa and Eldho, T. I.
- Abstract
The excessive scour action of jets near may lead to failure of hydraulic structures. Although jet scour was experimentally and numerically investigated, few literature is available on the scour effects of multiple jets. An effort was made to analyze the effect of two offset jets on the scouring process in this study. Laboratory experiments were conducted to predict the effect of these jets on scour and the results were analyzed using a numerical model. The tests involved two offset jets with a center to center spacing of 1 to 4 jet diameters. Based on the experimental investigations and the data generated, the flow in scour hole was simulated using the FLUENT software. The main flow properties such as the velocity, the turbulent kinetic energy, the wall and the bed shear stresses were computed. Based on these investigations, the various jet characteristics on scour were analyzed.
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- 2009
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209. Modeling hydrodynamic flow over spillway using weakly compressible flow equations
- Author
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Bhajantri, M. R., Eldho, T. I., and Deolalikar, P. B.
- Abstract
Spillway hydrodynamics can be obtained through physical modeling or numerical modeling. Physical modeling of spillway is expensive, cumbersome and time consuming. Numerical simulation of rapidly varied, supercritical, free surface turbulent flow over spillway with all flow regimes is a challenging task. This paper explains the formulation and development of a numerical model based on weakly compressible flow equations for flow over spillway. The developed model is used to investigate the hydraulic characteristics of flow over spillway crest profile by simulating the velocity distribution, pressure distribution and discharge characteristics. The developed numerical model was applied to the two different types of spillways. First spillway studied is a surface spillway with broad crested parabolic downstream crest profile. The second spillway investigated is sluice spillway, which is a submerged type of spillway. The numerical results were compared with the respective physical model results. Good agreement is observed between the experimental and numerical results showing the applicability of the weakly compressible flow equations for the hydrodynamics simulation of flow over spillways
- Published
- 2007
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210. A generalized relation between initial abstraction and potential maximum retention in SCS-CN-based model
- Author
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Mishra, S. K., Sahu, R. K., Eldho, T. I., and Jain, M. K.
- Abstract
Soil Conservation Service curve number (SCS-CN) method estimates direct surface runoff from given amount of rainfall. The initial abstraction coefficient (λ), which largely depends on the climatic conditions, is taken as a constant value of 0.2 in the method and it is perhaps the most ambiguous parameter to be considered for modification. Though the Mishra and Singh (MS) [14] model allows variation in λ and, in turn, initial abstraction Ia, it obviates its dependence on the antecedent moisture M. In fact, larger the antecedent moisture, lesser will be the initial abstraction, and vice versa. This study presents a modification to the initial abstraction (Ia)-potential maximum retention (S) relationship of the existing SCS-CN method and MS model for M. In an application to a large set of data from 84 small watersheds of U.S.A., the proposed modified model for varying λ is found to perform much better than the existing one and other considered variations. The proposed method advantageously obviates sudden jumps in the curve number with antecedent moisture condition, an unreasonable and undesirable feature of the existing SCS-CN model. Finally, a better one-parameter model is also suggested for field applications.
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- 2006
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211. Integrated watershed modeling using a Finite Element Method and GIS approach
- Author
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Eldho, T. I., Jha, A., and Singh, Anupam
- Abstract
A watershed is a hydrological unit that can be used as a physical and biological unit and socio-economic-political unit for the planning and management of natural resources. For the appropriate management of a watershed, it is essential to calculate the runoff from a particular watershed for the given rainfall. Hence watershed modeling is very important in water resources impact assessment and watershed management. Due to the complexity of the hydrological processes, watershed modeling requires advanced computational techniques and data management tools, such as the Finite Element Method (FEM) and Geographic Information Systems (GIS). In this research study, the features of FEM have been added to a GIS to take into account the spatial variations of the data of the watershed considered. Effort has been made to integrate these two modeling tools to provide more efficient assessment procedures in watershed modeling. In the watershed modeling procedure, initially overland flow is simulated using the mass and energy balance approach facilitated by GIS. Subsequently the channel flow is simulated by the finite element method, using the kinematic wave model based on the continuity and momentum equations. Finally, both the overland flow model and channel flow model are coupled together to evaluate the runoff. The developed model is applied to an un-gauged watershed for the runoff simulation and the results are found to be satisfactory.
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- 2006
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212. A coupled BEM and arbitrary LagrangianEulerian FEM model for the solution of two-dimensional laminar flows in external flow fields
- Author
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Young, D. L., Chang, J. T., and Eldho, T. I.
- Abstract
This paper describes a new computational model developed to solve two-dimensional incompressible viscous flow problems in external flow fields. The model based on the NavierStokes equations in primitive variables is able to solve the infinite boundary value problems by extracting the boundary effects on a specified finite computational domain, using the pressure projection method. The external flow field is simulated using the boundary element method by solving a pressure Poisson equation that assumes the pressure as zero at the infinite boundary. The momentum equation of the flow motion is solved using the three-step finite element method. The arbitrary LagrangianEulerian method is incorporated into the model, to solve the moving boundary problems. The present model is applied to simulate various external flow problems like flow across circular cylinder, acceleration and deceleration of the circular cylinder moving in a still fluid and vibration of the circular cylinder induced by the vortex shedding. The simulation results are found to be very reasonable and satisfactory. Copyright © 2001 John Wiley & Sons, Ltd.
- Published
- 2001
213. Solution of stokes flow problem using dual reciprocity boundary element method
- Author
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Eldho, T. I. and Young, Der-Liang
- Abstract
This paper describes a dual reciprocity boundary element model for the solution of incompressible viscous flows in slow motion, using velocity-vorticity variables. The method involves the solution of advection-diffusion type vorticity equations for vorticity whose so-lenoidal vorticity components are obtained by solving Poisson type equations involving the velocity and vorticity components. Both the Poisson type equations and the vorticity advection-diffusion type equations are solved using the dual reciprocity boundary element method (DRBEM). In DRBEM, all source terms, advective terms and time dependent terms are converted into boundary integrals and hence the computational domain of the problem reduces by one. Here the results of Stokes flow problems with very low Reynolds numbers in a typical square cavity are presented and compared with other model results. The DRBEM model has been found to be feasible and satisfactory.
- Published
- 2001
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214. Solution of the advection-diffusion equation using the Eulerian-Lagrangian boundary element method
- Author
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Young, D. L., Wang, Y. F., and Eldho, T. I.
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- 2000
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215. A combined BEM-FEM model for the velocity-vorticity formulation of the Navier-Stokes equations in three dimensions
- Author
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Young, D. L., Liu, Y. H., and Eldho, T. I.
- Published
- 2000
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216. Simulation of two-dimensional contaminant transport with dual reciprocity boundary elements
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Eldho, T. I. and Rao, B. V.
- Published
- 1997
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217. Relative impact of recent climate and land cover changes in the Godavari river basin, India.
- Author
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Hengade, Narendra and Eldho, T I
- Subjects
- *
WATERSHEDS , *LAND cover , *CLIMATE change , *CLIMATOLOGY , *HYDROLOGY , *SOIL infiltration - Abstract
The Godavari river basin (GRB), the second largest river basin (312,800 km 2 ) in India, was considered in this study to quantify the relative hydrological impact of recent land cover (LC) changes and rainfall trends using the variable infiltration capacity hydrologic model. Three scenarios, namely, (i) LC change, (ii) climate change and (iii) LC and climate changes, were considered to isolate the hydrological implications of the LC changes from those of climate change. Results revealed that evapotranspiration is predominantly governed by LC change and that small changes in rainfall cause greater changes in the runoff. Although the spatial extent of LC change is higher, the climate change is the dominant driver of hydrological changes within the GRB. Thus, climate projections are the key inputs to study the impact on the river basin hydrology. The results provide insights into the impacts of the climate and LC changes on the basin. The methodology and results of the present study can be further considered for water resource planning within the river basin in view of the changing environment. [ABSTRACT FROM AUTHOR]
- Published
- 2019
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218. Towards the use of conceptual models for water resource assessment in Indian tropical watersheds under monsoon-driven climatic conditions.
- Author
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Anshuman, Aatish, Kunnath-Poovakka, Aiswarya, and Eldho, T. I.
- Subjects
WATER supply ,WATERSHEDS ,RAINFALL ,SPATIOTEMPORAL processes ,STREAMFLOW - Abstract
Water resource assessment is important for integrated water resources management of a basin to which rainfall is a vital component. Generally, semi-distributed to distributed models are used for water resource management studies. Higher data requirement and simulation time restrict the use of these models. Lumped conceptual models are drawing attention these days owing to their simplicity and minimum data requirement. In the present study, the performance of conceptual models Génie Rural à 4 paramètres Journalie (GR4J) and Australian Water Balance Model (AWBM) was evaluated in comparison with semi-distributed Soil and Water Analysis Tool (SWAT) model. The selected study area, Upper Godavari River Basin, is in the windward side of Western Ghats in India, which receives heavy rainfall during south-west monsoon season. However, this region faces water scarcity issues in non-monsoon period due to lack of proper water management scenarios. Five catchments in upper Godavari basin are used for the analysis. Spatiotemporal analysis of rainfall is done to understand its effect on streamflow at the catchment outlet. The efficacy of model predictions has been analysed statistically in terms of Nash–Sutcliffe Efficiency, coefficient of determination (R
2 ) and percentage bias. Flow duration curves and time series diagram of streamflow predictions are also compared to better understand the results. All three models predicted streamflow with reasonable accuracy. Considering structural simplicity, less data requirement and simplicity in calibration process, this study proposes conceptual models over SWAT in the regions facing data scarcity. [ABSTRACT FROM AUTHOR]- Published
- 2019
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219. Flood risk and adaptation in Indian coastal cities: recent scenarios.
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Dhiman, Ravinder, VishnuRadhan, Renjith, Eldho, T. I., and Inamdar, Arun
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FLOOD risk ,CITIES & towns ,TERRITORIAL waters ,CLIMATE change ,TRANSPORTATION - Abstract
Coastal cities contrive to spread their transformative influence both into the hinterland, along the coastline, and into the coastal waters themselves. These effects will be intensified in urban agglomerations as the concentration of population and allied activities are more pronounced there compared to the inland regions. Indian coastal cities are no exception, and it is high time to delineate these hazard-prone regions and implement proper mitigation and adaptation strategies at city scale. This review article provides an assessment regarding quantification, management and climate change impacts of flood risks in Surat, Mumbai, Chennai and Kolkata, which are the most populated coastal cities in India. The flood impacts considered in the existing or prevailing analyses are associated with adverse effects on population, land use of cities, transportation and economy caused by different types of riverine and urban flooding, though coastal flooding, tsunami and storm surge effects are less studied. Mumbai and Kolkata are relatively progressive in the assessment of flood risks and adaptation. The present article also suggests strategies to evaluate the relative progress in the assessment of past and future risks and adaptation. We also discuss the mitigation and adaptation strategies considering the historical importance of these cities. We propose that the strategies should be implemented considering public opinion and should be initialized at the grass root level. Though it is technically difficult to re-plan the city structures in the current scenario, it is possible to adapt to and mitigate the effects of natural hazards through suitable planning and management with the integrated cooperation and involvement of citizens and government as well. [ABSTRACT FROM AUTHOR]
- Published
- 2019
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220. Flow simulation of a system of groundwater circulation well and pumping well for NAPL site remediation
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Juergen Stamm, Eldho, T. I., and Scholz, M.
221. Integration of hydrological modelling with artificial intelligence tools for an agricultural watershed in India
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Reshmidevi T.V, Eldho, T. I., and Jana, R.
222. Limits of 3-D numerical flow and transportation modeling for the simulation of a vertical circulation flow system in the remediation of a research field site
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Scholz, M., Juergen Stamm, and Eldho, T. I.
223. Generalization of relationship between antecedent moisture and antecedent rainfall for SCS-CN-based rainfall-runoff model
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Sahu, R. K., Mishra, S. K., Eldho, T. I., and Manoj Jain
224. In-situ remediation of contaminated ground water - Scope of vertical circulation wells
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Juergen Stamm and Eldho, T. I.
225. Accurate simulation of mixed-mode cohesive crack propagation in quasi-brittle materials using XFEM
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Kant T Banerjee, Eldho T I, Karihaloo, Bhushan Lal, Xiao, Q. Z., Kant T Banerjee, Eldho T I, Karihaloo, Bhushan Lal, and Xiao, Q. Z.
226. Effectiveness of combinations of raft foundation with aprons as a protection measure against bridge pier scour.
- Author
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Vijayasree, B A, Eldho, T I, Mazumder, B S, and Viswanadham, B V S
- Abstract
Scour around bridge pier is the main reason for the failure of bridges. The local scour around the pier causes exposure of the foundation and may lead to undermining of the structure. Different types of protection measures such as the provision of raft, apron, sheet piles, etc. can be used as scour protection measures. One of the possible effective bridge scour protection measures is to provide a raft foundation with cut-off walls and provision of flexible stone aprons towards upstream (u/s) and downstream (d/s) sides of the pier. In this study, the effectiveness of various bridge pier scour protection measures using raft and aprons is investigated through hydraulic model studies in the laboratory. The results are compared for various cases, such as a simple pier, pier with raft and extended raft, pier resting on a raft with stone aprons at u/s and d/s of the raft and pier resting on an extended raft with stone aprons on u/s and d/s of it. The comparison of various cases showed that rigid raft with stone aprons on u/s and d/s and extended raft with apron are found to be more effective in reducing immediate scour beyond the rigid raft, thereby giving protection to the bridge piers. [ABSTRACT FROM AUTHOR]
- Published
- 2018
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227. Effects of historical and projected land use/cover change on runoff and sediment yield in the Netravati river basin, Western Ghats, India.
- Author
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Sinha, Rakesh Kumar and Eldho, T. I.
- Subjects
LAND use ,LAND cover ,RUNOFF ,LAND economics - Abstract
In this study, the effects of changes in historical and projected land use land cover (LULC) on monthly streamflow and sediment yield for the Netravati river basin in the Western Ghats of India are explored using land use maps from six time periods (1972, 1979, 1991, 2000, 2012, and 2030) and the soil and water assessment tool (SWAT). The LULC for 2030 is projected using the land change modeller with the assumption of normal growth. The sensitivity analysis, model calibration, and validation indicated that the SWAT model could reasonably simulate streamflow and sediment yield in the river basin. The results showed that the spatial extent of the LULC classes of urban (1.80-9.96%), agriculture (31.38-55.75%), and water bodies (1.48-2.66%) increased, whereas that of forest (53.04-27.03%), grassland (11.17-4.41%), and bare land (1.09-0.16%) decreased from 1972 to 2030. The streamflow increased steadily (7.88%) with changes in LULC, whereas the average annual sediment yield decreased (0.028%) between 1972 and 1991 and increased later (0.029%) until 2012. However, it may increase by 0.43% from 2012 to 2030. The results indicate that LULC changes in urbanization and agricultural intensification have contributed to the increase in runoff, amounting to 428.65 and 58.67 mm, respectively, and sediment yield, amounting to 348 and 43 ton/km
2 , respectively, in the catchment area from 1972 to 2030. The proposed methodology can be applied to other river basins for which temporal digital LULC maps are available for better water resource management plans. [ABSTRACT FROM AUTHOR]- Published
- 2018
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228. A coupled flow and transport model for simulation of multi-species reactive transport in unconfined aquifer using meshless local Petrov Galerkin (MLPG) method.
- Author
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Das S and Eldho TI
- Subjects
- Computer Simulation, Models, Theoretical, Groundwater
- Abstract
An understanding of natural degradation of multiple reactive contaminants in the aquifers is essential before designing the monitoring or remediation programs for polluted aquifers. Since such reactive contaminants are ubiquitous, a number of research works has been performed in the past three decades for the modelling of multi-species reactive transport (MSRT) phenomenon. The widely used finite difference method (FDM) and finite element method (FEM)-based models suffer a drawback of relying on a grid/mesh, which makes the solution unstable. Addressing such difficulties, the latest research on the MSRT models is directed towards the meshless methods. In this study, the meshless local Petrov Galerkin (MLPG) method-based multi-species reactive transport model (MLPG-MSRT) is presented, with an objective to create a robust simulation tool for the prediction of fate of multiple contaminants of the first-order reaction network. The developed model is validated for reversible as well as irreversible reaction networks with the available analytical solutions. Also, the MLPG model for unconfined aquifer flow (UF) is developed, validated, and coupled with the MLPG-MSRT model. The MLPG-UF-MSRT model results are further compared with the established FDM-based MODFLOW-RT3D model solutions for a rectangular and a real field type study. The results showed that the proposed model can simulate MSRT as accurately as the FDM-based models with an additional advantage of simplicity and stability, and thus, is more efficient for complex field problems., (© 2023. The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature.)
- Published
- 2023
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229. Analytical modeling of contaminant transport along sloping coastal beaches in presence of tidal waves and exponential rainfall infiltration.
- Author
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Shaikh BY and Eldho TI
- Subjects
- India, Computer Simulation, Water Movements, Tidal Waves, Groundwater
- Abstract
Coastal beaches are the most important part of the marine environment and are highly influenced by the interactions taking place between groundwater and surface water of any form. Generally, the purity index of the groundwater is based on the concentration of Total Dissolved Solids (TDS) in it. Analytical solutions are the best tools for groundwater flow and transport modeling. However, contaminant transport along the sloping coastal beaches with complex boundaries cannot be addressed with available analytical solutions. In the present study, new analytical models are developed for groundwater flow and contaminant transport for sloping coastal beaches with continuity and tidal boundary conditions. To assess the performance of the new analytical solution and to validate the range of aquifer parameters, numerical simulation is performed using Du-Fort Frankel (DFF) Scheme. Numerical experimentation is carried out using the Tchebycheff and L2 norms. It is observed that the new analytical solution for the contaminant transport gives acceptable results over the wide range of the aquifer parameters. To show the effectiveness of the developed models, two case studies from Indian coastal aquifers namely, Kalpakkam, Tamil Nadu, and Bhavnagar, Gujarat are considered. The profiles of the contaminant concentration are obtained to study the TDS behavior along these complex coastal beaches in the spatiotemporal directions. The results are compared with numerical model results and found to be satisfactory. The combined effect of the initial rainfall and rainfall decay constants showed a significant impact on the concentration of TDS. TDS concentrations are observed to be varying highly with the variation in the tidal constituents and bed slope., Competing Interests: Declaration of Competing Interest The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper., (Copyright © 2023 Elsevier B.V. All rights reserved.)
- Published
- 2023
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230. Two-step approach based multi-objective groundwater remediation using enhanced random vector functional link integrated with evolutionary marine predator algorithm.
- Author
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Majumder P, Lu C, and Eldho TI
- Subjects
- Computer Simulation, Biological Evolution, Water Wells, Algorithms, Groundwater
- Abstract
We here propose a two-step approach-based simulation-optimization model for multi-objective groundwater remediation using enhanced random vector functional link (ERVFL) and evolutionary marine predator algorithm (EMPA). In this study, groundwater flow and solute transport models are developed using MODFLOW and MT3DMS. The ERVFL network is used to approximate the flow and transport models, enhancing the computational performance. This study also improves the robustness of the ERVFL network using a kernel density estimator (KDE) based weighted least square approach. We further develop the EMPA by modifying the marine predator algorithm (MPA) using elite opposition-based learning, biological evolution operators, and elimination mechanisms. In the multi-objective version of EMPA, the non-dominated/Pareto-optimal solutions are stored in an external repository using an archive controller and adaptive grid mechanism to promote better convergence and diversity of the Pareto front. The proposed methodologies are applied for multi-objective groundwater remediation of a hypothetical unconfined aquifer based on the two-step method. The first step directly integrates flow and transport models with EMPA and finds the optimal locations of pumping wells by minimizing the percent of contaminant mass remaining in the aquifer. In the second step, the ERVL-based proxy model is integrated with EMPA and used for multi-objective optimization while explicitly using the pumping well locations obtained in the first step. The multi-objective optimization generates a Pareto-optimal solution representing the relationship between the rate of pumping and the amount of contaminant mass in the aquifer. Further analyses show a significant advantage of the two-step approach over a traditional method for multi-objective groundwater remediation., Competing Interests: Declaration of Competing Interest The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper., (Copyright © 2023 Elsevier B.V. All rights reserved.)
- Published
- 2023
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231. A regional scale impact and uncertainty assessment of climate change in the Western Ghats in India.
- Author
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Chandu N, Eldho TI, and Mondal A
- Subjects
- Climate Change, India, Reproducibility of Results, Uncertainty, Environmental Monitoring methods
- Abstract
The general circulation models (GCMs) and emission scenarios (RCP 4.5 and 8.5) have proven to be significantly functional in evaluating the impacts of climate change (CC) on hydrology, although their performance and accuracy varies on a regional scale. The objective of the present study is to evaluate the performance of five CMIP5 GCMs (CanESM2, BNU-ESM, CNRM-CM5, MPI-ESM-LR and MPI-ESM-MR) on a regional scale in the West Flowing River Basins-2 (WFRB-2) in India to model the impact of CC and its scenario uncertainty using reliability ensemble average (REA) method. For quantifying the results, the upper, middle and lower regions of WFRB-2 are separately analysed. The MPIMR and MPILR GCM model shows highest reliability factor range (0.3-0.6) in predicting the annual mean and annual maximum rainfall for most of the grids in the region. The GCM-simulated runoff using VIC (variable infiltration capacity) model is evaluated using statistical parameters such as root mean square error (RMSE), percentage bias (Pbias) and standard deviation (Std). The annual mean (maximum) runoff obtained using REA ensemble shows least RMSE, Pbias and Std values, i.e. 21.08%, 9.10 mm and 8.9 mm (6%, 39.1 mm, 39.1 mm), respectively for the middle region, which demonstrates higher reliability of GCM outputs in the flood-prone regions of WFRB-2. Furthermore, the future projection of annual maximum rainfall/runoff shows an increase of 50 mm/15 mm in the near future (2011-2040) for lower and 20 mm/6 mm for middle regions, which may cause flooding activities in the lower and middle region of WFRB-2., (© 2023. The Author(s), under exclusive licence to Springer Nature Switzerland AG.)
- Published
- 2023
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232. Simulation of reactive transport in porous media using Meshless Local Petrov Galerkin (MLPG) and combination of Meshless Weak and Strong (MWS) form methods.
- Author
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Das S and Eldho TI
- Abstract
In this paper, two meshless methods, namely, a weak form Meshless Local Petrov Galerkin (MLPG) method, and Meshless Weak Strong (MWS) form method, obtained by combining MLPG with a strong form Radial Point Collocation Method (RPCM), are presented for simulation of advection-dispersion-reaction phenomena of the contaminants in the porous media. The first-order decay and sorption reactions are considered in this study. The Crank Nicolson scheme is applied for the time discretization. The weak form MLPG is a truly meshless and robust numerical technique, that can be applied to complex aquifer systems with derivative boundaries. However, in this method, the computational time is increased due to the integration, which is not essential for simple problems. Thus, the MLPG method is further coupled with a strong form RPCM with an aim of decreasing the background integration, by modelling only the nodes around the derivative boundaries using MLPG method and the other nodes by a direct RPCM which do not require integration. The proposed MWS model automatically converts into a complete RPCM model if there are no derivative boundaries. Thus, this model being both accurate and computationally efficient is suitable for simple and moderately complex aquifer systems and MLPG is the most stable and reliable method for modelling the most complex aquifer problems. Both the developed models are tested with available analytical solutions and applied for hypothetical case studies. The results prove the efficiency of the models and the applicability of each model is described in detail., Competing Interests: Declaration of Competing Interest The authors declare that they have financial or personal relationships with other people or organizations that can influence the present work., (Copyright © 2022 Elsevier B.V. All rights reserved.)
- Published
- 2022
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233. On the emergence of a health-pollutant-climate nexus in the wake of a global pandemic.
- Author
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VishnuRadhan R, Thresyamma DD, Eldho TI, Dhiman R, and Bhavan SG
- Subjects
- Humans, Pandemics, Plastics, COVID-19 epidemiology, Environmental Pollutants, Disinfectants
- Abstract
COVID-19 has wreaked havoc throughout the planet within a short time frame, inducing substantial morbidity and mortality in the global population. The primary procedures commonly used to manage the pandemic can produce various environmental pollutants, primarily contaminants of emerging concern such as plastics, chemical disinfectants, and pharmaceutical waste. There is a huge influx of various environmental pollutants due to the pandemic effect. We, therefore, introduce the term "envirodemics" depicting the exacerbated surge in the amount of pandemic-induced pollutants. The general toxicity pattern of common chemical ingredients in widely used disinfectants shows negative impacts on the environment. We have identified some of the significant imprints of the pandemic on localizing the Sustainable Development Goals-environment interaction and their implications on achieving the goals in terms of environmental benefits. Climate change impacts are now widespread and have a profound effect on pollutant fluxes and distribution. The climate change signatures will impact the pandemic-induced enhanced fluxes of pollutants in the global waters, such as their transport and transformation. In this study, possible interactions and emerging pathways involving an emerging climate-health-pollutant nexus are discussed. The nexus is further elaborated by considering plastic as an example of an emerging pollutant that is produced in huge quantities as a by-product of COVID management and disaster risk reduction. Additionally, regulatory implications and future perspectives concerning the unleashed nexus are also discussed. We hope that this communication shall call for incisive investigations in the less explored realm concerning the health-pollutant-climate nexus., (© 2021. The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature.)
- Published
- 2022
- Full Text
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234. A microwave-based technique as a feasible method to detect plastic pollutants in experimental samples.
- Author
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VishnuRadhan R, Lonappan A, and Eldho TI
- Subjects
- Environmental Monitoring, Microplastics, Microwaves, Plastics, Environmental Pollutants, Water Pollutants, Chemical analysis
- Abstract
Plastic-derived pollutants are hazardous and pervasive in the environment, and their detection is a challenge due to observational constraints of various dimensions. Physical, chemical, thermal, and spectroscopic methods are extensively used to identify microplastics in environmental systems, but fundamental challenges exist in the isolation and analysis of nanoplastics from environmental samples. The promising practices are often destructive, rendering the samples inutile for further investigations. In this paper, a technique based on the measurement of the dielectric properties of the samples, carried out using the rectangular cavity perturbation technique at the S-band of microwave frequency of 2-4 GHz is proposed. The ability of this method to identify some of the most abundant types of plastics found in the environment, polypropylene, low-density polyethylene, high-density polyethylene, and cross-linked polyethylene, is demonstrated. Electrical characteristics at microwave frequencies such as absorption factor, dielectric constant, and dielectric loss tangent are found useful in the identification of various polymers in the samples. Further, this method can be applied to identify other environmentally stable performance and engineering polymers, which are not often investigated in the environmental matrices for their hazardous effects. This non-destructive measurement method is quick and straightforward and can be further developed to identify a wide range of plastic materials present in various environmental compartments., (Copyright © 2022 Elsevier B.V. All rights reserved.)
- Published
- 2022
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235. Conflicting trajectories of landscape transformation in the humid tropical agricultural plantations of the Western Ghats, India.
- Author
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Sreeja KG, Madhusoodhanan CG, and Eldho TI
- Subjects
- Ecosystem, Forests, India, Natural Resources, Agriculture, Conservation of Natural Resources
- Abstract
The forest-agricultural landscapes of the humid tropics are transforming in their physical and socio-cultural spaces. Even though the processes of landscape transformation are highly contextual, their drivers, impacts and implications fan out across multiple scales from the local to the global. In the present study, the processes of landscape change, their multi-scalar actors and trajectories are examined in the agricultural plantations of tea, coffee and cardamom within a humid tropical forest of the Western Ghats, India. It employs an integrated multiple-source analysis of data collected through household surveys and interviews, secondary datasets, satellite imageries and litigation documents. The landscape change processes identified in the physical, social and cultural spaces include confiscation of plantations by the state, simplification of agricultural practices or abandonment of cultivation altogether, casualisation and feminisation of labour and non-agricultural diversions such as land speculation and tourism, driven by the global plantation crisis and changes in national and state forest policies. Post-globalisation, there was a high out-migration of labour and a significant decline (43%) of the population in the region. The prominent institutional actors of the state, the planters and the judiciary make these forest-enclosed plantations a highly contested space, with 75% of the area under various conflicts of tenure. These processes and actors had resulted in contrasting trajectories of incipient forest regeneration on the one hand and increased degradation on the other. A contextualized analysis of these trajectories of landscape change in these globally important humid tropical landscapes can valuably inform sustainable natural resource management frameworks., (Copyright © 2021 Elsevier Ltd. All rights reserved.)
- Published
- 2021
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236. Assessing the impacts of historical and future land use and climate change on the streamflow and sediment yield of a tropical mountainous river basin in South India.
- Author
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Sinha RK, Eldho TI, and Subimal G
- Subjects
- Environmental Monitoring, Forecasting, India, Climate Change, Rivers
- Abstract
In this study, the impacts of land use/land cover (LULC) and climate change on the streamflow and sediment yield were investigated for the Payaswani River Basin, Western Ghats, India. The LULC was determined using Landsat images, and climate data were procured from five general circulation models for representative concentration pathway (RCP) 4.5 (moderate emission) and 8.5 (high emission). The land change modeler was used to derive the future LULC and its changes from 1988 (historical) to 2030 (future) by using the transition matrix method. The SWAT model was used to assess the impacts of LULC and climate change for the streamflow and sediment yield. The results showed that decrease in forests and grasslands and increase in plantation, agricultural, and urban areas from 1988 to 2030 would lead to an increase in the mean streamflow (11.23%) and sediment yield (17.41%). Under RCP 4.5, climate change would decrease the streamflow by 2.38% in 2030. However, under RCP 8.5, climate change would increase the streamflow by 0.12% in 2030. The sediment yield under RCP 4.5 and 8.5 would increase by 1.23% and 3.33%, respectively. In comparison with the baseline condition, by 2030 future changes in the LULC and climate would increase the streamflow by 7.05% and 11.71% under RCP 4.5 and 8.5, respectively. The sediment yield would increase by 7.92% and 27.11% under RCP 4.5 and 8.5, respectively. The streamflow and sediment yield were predicted to increase in the summer and winter but decrease in the monsoon season.
- Published
- 2020
- Full Text
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237. Meshfree radial point collocation-based coupled flow and transport model for simulation of multispecies linked first order reactions.
- Author
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Anshuman A and Eldho TI
- Subjects
- Groundwater, Models, Theoretical
- Abstract
Mesh/grid-based methods such as the Finite element method (FEM) and Finite difference method (FDM) are extensively used for simulation of contaminant species transport in groundwater. However, these methods in their standard form are susceptible to instabilities such as oscillations and numerical dispersion in the solution. Further, due to the use of mesh/grid, these methods are also computationally expensive. In this study, a meshfree method named Radial point collocation method (RPCM) is demonstrated for simulating reactive transport involving linked first-order reactions in a coupled flow environment. Multiquadrics radial basis functions (MQ-RBF) are used for approximation of the state variables. The model uses local support domains which produce sparse matrix systems that efficiently deal with the ill-conditioning problem which generally occurs while using global support domains. The model developed is verified against the semi-analytical solutions and its performance is compared with FEM for case studies. It is observed that the model provides accurate solutions for the problems considered and also handles advective flow conditions better than FEM. The proposed model successfully simulates the fate of contaminants in linked chain reactions., Competing Interests: Declaration of Competing Interest The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper., (Copyright © 2019 Elsevier B.V. All rights reserved.)
- Published
- 2020
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- View/download PDF
238. Reactive contaminant transport simulation using the analytic element method, random walk particle tracking and kernel density estimator.
- Author
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Majumder P and Eldho TI
- Subjects
- Groundwater, Models, Theoretical
- Abstract
In this study, we propose a simulation model to solve the two-dimensional groundwater flow and advection-dispersion-reaction equation (ADRE) by coupling analytic element method (AEM), random walk particle tracking (RWPT) and kernel density estimator (KDE). In the AEM-RWPT-KDE model, AEM solves the groundwater flow equation, RWPT solves the advection-dispersion-reaction equation and KDE enhances the accuracy and computational efficiency of RWPT. AEM generates a continuous velocity distribution which is suitable for RWPT. An analytic expression is modified to simulate radioactive decay for discrete transport time steps and is embedded in the RWPT model. Linear adsorption is also incorporated in the RWPT model by tracking particles with a retarded velocity. Unlike Eulerian transport models such as finite element or finite difference methods, RWPT is completely free from numerical dispersion. The comparison of results illustrates the superiority of the RWPT model over accurate Eulerian-Lagrangian models with reference to the analytical solution. Further, the AEM-RWPT-KDE model is used to simulate the transport processes of Radium-228 and Trichloroethene (TCE) in two hypothetical aquifer cases. Both case studies reflect the practical applicability of the proposed methodology., (Copyright © 2019 Elsevier B.V. All rights reserved.)
- Published
- 2019
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239. Can plastics affect near surface layer ocean processes and climate?
- Author
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VishnuRadhan R, Eldho TI, and David TD
- Subjects
- Biofouling prevention & control, Ecosystem, Oceans and Seas, Phytoplankton growth & development, Plastics radiation effects, Water Pollutants, Chemical radiation effects, Climate Change, Conservation of Water Resources trends, Plastics analysis, Seawater chemistry, Seawater microbiology, Water Pollutants, Chemical analysis
- Abstract
Plastics in the ocean are of great concern nowadays, and are often referred to as the apocalyptic twin of climate change in terms of public fear and the problems they pose to the aquatic and terrestrial environment. The number of studies focusing on the ecological effects and toxicity of plastics has substantially increased in the last few years. Considering the current trends in the anthropogenic activities, the amount of plastics entering the world oceans is increasing exponentially, but the oceans have a low assimilative capacity for plastics and the near-surface layer of it is a finite space. If loading of the oceans with plastics continues at the current rate, the thin sea surface microlayer can have a substantial amount of plastics comparable to the distribution of phytoplankton, at least in the major oceanic gyres and coastal waters in the future. Also, processes like biofouling can cluster microplastics in dense fields in the near-surface layer. Plastics can contribute to the warming or cooling of the water column by scattering and attenuating incoming solar radiation, leading to a potential change in the optical and other physico-chemical properties of the water column. We propose a new notion that changes in solar radiation in the water column due to the plastics have the potential to affect the physical processes in the ocean surface and near-surface layers, and can induce climate feedback cycles. The future can be very different, if plastics evolve as one of the key players affecting the ocean physical processes and hence this is the time to tackle this puzzle with appropriate strategies or let the genie out of the bottle., (Copyright © 2019 Elsevier Ltd. All rights reserved.)
- Published
- 2019
- Full Text
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240. Assessment of the environmental health of an ecologically sensitive, semi-enclosed, basin - A water quality modelling approach.
- Author
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VishnuRadhan R, Eldho TI, Vethamony P, Saheed PP, and Shirodkar PV
- Subjects
- Ammonia analysis, Conservation of Natural Resources, Environmental Health, Environmental Monitoring, India, Models, Theoretical, Nitrates analysis, Oxygen analysis, Rivers chemistry, Seawater analysis, Seawater chemistry, Water Pollutants, Chemical analysis, Water Quality
- Abstract
Semi-enclosed basins are environmentally dynamic and some of the most anthropogenically affected components of the coastal realm. They can reflect various environmental impacts, thus qualifying as natural laboratories to study these impacts. The Gulf of Khambhat (GoK) is such a system where analysis of in situ parameters indicated polluted conditions. The sources of various contaminants were deciphered. Though there are considerable inputs of pollutants, the assimilative capacity of the GoK holds good with high Dissolved Oxygen (DO) (6-9.3 mg/L) content as revealed in situ and in silico. High Biochemical Oxygen Demand (BOD) and marginal ammonia contamination prevail in the region. Simulations revealed that the rivers bring in a considerable amount of nitrate, organic material and phosphate into the Gulf. Considering the prevailing environmental condition, the current study posits to have regular water quality monitoring; and the carrying capacity of the Gulf should be assessed before the authorization of anthropogenic activities., (Copyright © 2018 Elsevier Ltd. All rights reserved.)
- Published
- 2018
- Full Text
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241. Climate change impact assessments on the water resources of India under extensive human interventions.
- Author
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Madhusoodhanan CG, Sreeja KG, and Eldho TI
- Subjects
- India, Risk Assessment, Climate Change, Conservation of Natural Resources methods, Human Activities, Models, Theoretical, Water Resources supply & distribution
- Abstract
Climate change is a major concern in the twenty-first century and its assessments are associated with multiple uncertainties, exacerbated and confounded in the regions where human interventions are prevalent. The present study explores the challenges for climate change impact assessment on the water resources of India, one of the world's largest human-modified systems. The extensive human interventions in the Energy-Land-Water-Climate (ELWC) nexus significantly impact the water resources of the country. The direct human interventions in the landscape may surpass/amplify/mask the impacts of climate change and in the process also affect climate change itself. Uncertainties in climate and resource assessments add to the challenge. Formulating coherent resource and climate change policies in India would therefore require an integrated approach that would assess the multiple interlinkages in the ELWC nexus and distinguish the impacts of global climate change from that of regional human interventions. Concerted research efforts are also needed to incorporate the prominent linkages in the ELWC nexus in climate/earth system modelling.
- Published
- 2016
- Full Text
- View/download PDF
242. Transforming river basins: Post-livelihood transition agricultural landscapes and implications for natural resource governance.
- Author
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Sreeja KG, Madhusoodhanan CG, and Eldho TI
- Subjects
- Forests, Government, Humans, Natural Resources, Rural Population, Agriculture methods, Conservation of Natural Resources methods, Rivers
- Abstract
The agricultural and livelihood transitions post globalization are redefining resource relations and redrawing landscapes in the Global South and have major implications for nascent natural resource governance regimes such as Integrated River Basin Management (IRBM). A mosaic of divergent reciprocations in resource relations were noticed due to livelihood transitions in the rural areas where previous resource uses and relations had been primarily within agriculture. The reconstitution of rural spaces and the attendant changes in the resource equations are observed to be creating new sites of conformity, contestation and conflicts that often move beyond local spaces. This paper critically reviews studies across the Global South to explore the nature and extent of changes in resource relations and agricultural landscapes post livelihood diversification and the implication and challenges of these changes for natural resource governance. Though there is drastic reduction in agricultural livelihoods throughout the Global South, changes in agricultural area are found to be inconsistent and heterogeneous in the region. Agriculture continues in the countrysides but in widely differentiated capacities and redefined value systems. The transformed agrarian spaces are characterized by a mosaic of scenarios from persistence and sustainable subsistence to differentiation and exploitative commercial practices to abandonment and speculation. The reconfigured resource relations, emergent multiple and multi-scalar interest groups, institutional and policy changes and altered power differentials in these diversified landscapes are yet to be incorporated into natural resource governance frameworks such as IRBM., (Copyright © 2015 Elsevier Ltd. All rights reserved.)
- Published
- 2015
- Full Text
- View/download PDF
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