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1.
Shashank Shekhar 《Hydrogeology Journal》2006,14(7):1330-1338
The future availability and sustainability of fresh groundwater resources in the South West district of the national capital territory (NCT) Delhi, India, have been projected. Due to a rapid decline in groundwater level and quality, the district has been required by the Government of India to regulate development of groundwater resources. Shallow groundwater is mostly saline and water resources in the area are limited. The methodology applied here involves microzonation of the district in terms of thickness of fresh groundwater and then quantification of present and future availability of freshwater in different freshwater zones, including tentative timescales. The calculation method has been aided by data on historic trends in water level at representative groundwater monitoring stations, located either in fresh groundwater zones or near to them. It is estimated that the presently available 481 million m3 of resources will be reduced to 374 million m3 by year 2007 and to 303 million m3 by the year 2012, and by the year 2022 the district will have only 176 million m3 of available fresh groundwater resources. 相似文献
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Suman Kumar Aditya Sarkar Sachin Kumar Thakur Shashank Shekhar 《Journal of the Geological Society of India》2017,90(4):459-466
The Yamuna flood plains spread across the northern part of Indian subcontinent is home to millions of people. The ever-growing population in these plains make it difficult to sustain the demand of freshwater resources. However, the productive aquifers of flood plains could provide solution for these issues. In this context, it is necessary to understand the aquifer characteristics. Thus, the paper attempts to characterize the aquifer in Palla area of the flood plain using integrated approach. Besides, grain size analysis and site-litholog study, the nature of aquifer material was also ascertained from bulk mineralogy of the sediments using X-Ray Diffraction. The aquifer parameters were estimated with help of long duration pumping test data. Moreover, the effect of pumping on salinity variation and hydrochemical facies evolution was also examined. The sand dominant, unconfined aquifer was estimated to have horizontal hydraulic conductivity in the range of 25 m/day and vertical hydraulic conductivity of 6–7 m /day. While the specific yield of the aquifer was estimated in the range of 0.07–0.08. It is observed that under conducive active flood plain environment, the given sand mineralogy at the site does not allow salinity increase in groundwater even after more than a decade of groundwater pumping. In fact, over years, hydrochemical facies have evolved towards Bicarbonate type. These things put together make the active flood plain aquifer a sustainable groundwater resource. 相似文献
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First arrival times from P-wave refraction and reflection seismic surveys along Bear Creek Valley on the Oak Ridge Reservation,
Tennessee, were inverted to produce refraction tomographic velocity images showing seismic velocity variations within thinly
mantled karstic bedrock to a depth of approximately 20 m. Inverted velocities are consistent with two distinct bedrock groups:
the Nolichucky Shale (2,730–5,150 m/s) and Maynardville Limestone (3,940–7,575 m/s). Low-velocity zones (2,700–4,000 m/s)
in the tomographic images correspond to previously inferred cross-valley strike-slip faults; in places, these faults create
permeability barriers that offset or block groundwater flowing along Bear Creek Valley. These faults may also force groundwater
contaminants, such as dense non-aqueous phase liquids, to migrate laterally or downward, spreading contamination throughout
the groundwater system. Other, previously unmapped cross-valley faults may also be visible in the tomographic images. Borehole
logs suggest the low-velocity values are caused by low rigidity fractured and vuggy rock, water zones, cavities and collapse
features. Surface streams, including Bear Creek, tend to lie directly above these low-velocity zones, suggesting fault and
fracture control of surface drainage, in addition to the subsurface flow system. In some cases, fault zones are also associated
with bedrock depressions and thicker accumulations of unconsolidated sediment. 相似文献
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S. V. N. Rao Sudhir Kumar Shashank Shekhar S. K. Sinha S. Manju 《Hydrogeology Journal》2007,15(6):1157-1167
This report examines the problem involving the pumping of groundwater from a group of 90 existing wells along the banks of the Yamuna River, northwest of Delhi (India), underlain with geologically occurring saline water. It is known that unregulated pumping will lead to upconing of saline water and therefore it is necessary to determine optimal rates and associated well locations (from an existing group of candidate wells that supply drinking water to the city of Delhi) that will minimize the total salinity. The nonlinear, non-convex problem is solved by embedding the calibrated groundwater model within a simulation-optimisation (S/O) framework. Optimisation is accomplished by using simulated annealing (SA), a search algorithm. The computational burden is primarily managed by replacing the numerical model with a surrogate simulator-artificial neural network (ANN). The model is applied to the real system to determine the optimal pumping schedule. The results of the operational model suggest that the skimming wells must be operated from optimal locations such that they are staggered in space and time to obtain the least saline water. 相似文献
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P. S. Meenu S. Sowmya R. Asha Latha B. S. Shashank D. N. Singh 《Geotechnical and Geological Engineering》2017,35(2):607-614
Dependence of soil suction on factors such as formation of the soil, its particle size, mineralogy, pore-size distribution characteristics, water content, fabric, stress history and presence of salts has been extensively investigated by researchers. However, the influence of the microbial presence and its activity on the soil suction has not yet received researchers’ attention. With this in view, a methodology that facilitates investigation regarding the presence of ‘soil-microbial interface’, which has been termed as ‘bio-geo interface’, has been proposed in this study. Furthermore, the influence of this ‘interface’ on suction characteristics of such soils has also been investigated and the utility of the proposed methodology in addressing such issues, successfully, has been demonstrated. 相似文献
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Ronald G. Noseworthy Hyun-Ki Hong Shashank Keshavmurthy Hee-Jung Lee Hee-Do Jeung Se-Jong Ju Jong-Bin Kim Sukgeun Jung Kwang-Sik Choi 《Ocean Science Journal》2016,51(1):21-31
Corals reefs and communities support a wide range of flora and fauna. The complete richness and abundance of faunal communities in either coral reefs or communities is not fully understood. This is especially true for high-latitude coral communities. In this work, we carried out an analysis of an Alveopora japonica associated mollusk assemblage, in Jeju Island, Korea. A. japonica is one of the major coral species present in high abundance (88–155 colonies m-2), with a high recruitment rate (7.8 juvenile corals m-2 yr-1) in Jeju Island, and may serve as a habitat for other benthic organisms. In 2012, a total number of 579 A. japonica colonies with sizes ranging between 15.1-346.7 cm2 in the surface area were collected from a 1m× 10m quadrat installed at a depth of 10 m at Keumneung, on the northwest coast of Jeju Island. Numerous benthic invertebrates were found to be associated with A. japonica colonies. Twenty-seven bivalves and gastropods were identified, including a boring mytilid, Lithophaga curta, and an arcid, Barbatia stearnsi. A zonalgeographical examination of the distribution ranges of these mollusks revealed a majority of warmer water species. Our observations also showed that A. japonica may be providing a habitat to grazing gastropod, Turbo cornutus, and encrusting Spondylidae and Chamidae bivalves. A. japonica forms a coral carpet with a distinct assemblage of bivalves. It is thought that the presence of these mollusks species in the coral indicates its use as a nursery for juvenile species, a ready food supply of organic detritus, and a refuge from predators. 相似文献
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Dynamic groundwater resources of National Capital Territory,Delhi: assessment,development and management options 总被引:4,自引:2,他引:2
Rana Chatterjee B. K. Gupta S. K. Mohiddin P. N. Singh Shashank Shekhar Rajaram Purohit 《Environmental Earth Sciences》2009,59(3):669-686
Groundwater is one of the important source of water supply to meet the requirements of National Capital Territory (NCT) of
Delhi, India which is a fast developing urban conglomeration. An assessment of dynamic groundwater resources of NCT Delhi
has been attempted based on the methodology known as Ground Water Resources Estimation Methodology—1997. The methodology includes
assessment of annual replenishable groundwater resources using water level fluctuation approach and empirical norms, estimation
of the annual quantity of groundwater withdrawal and categorization of the assessment units based on the status of groundwater
utilization and water level trend. Annual replenishable groundwater resources of NCT Delhi is about 297 million cubic meter
(mcm) while the annual groundwater draft is about 480 mcm. This is because of over-exploitation of replenishable resources
in seven out of nine districts of the Capital Territory. Based on the assessment of dynamic groundwater resources, a broad
groundwater management plan has been proposed in this paper. This include augmentation of groundwater resources through rain
water harvesting schemes to be implemented on a large scale, regulation on groundwater withdrawal in vulnerable areas, development
of Yamuna flood plain aquifer and declaration of Delhi ridge as groundwater sanctuary. 相似文献