scholarly journals Geo-electrical mapping and groundwater potential zoning in some selected pockets of Baromura hill of Tripura (India)

2010 ◽  
Vol 2 (2) ◽  
pp. 207-212 ◽  
Author(s):  
Sudip Dey ◽  
Chandrani Debbarma ◽  
Prasamita Sarkar ◽  
Sushmita Paul

Baromura hill of Tripura is characterised by complex geology and very rugged landform. Water scarcity is a very general problem for the remote hilly villages of this area. Thus groundwater is considered as one of the most valuable natural resources in hilly villages of Baromura hill. The present study aims to prepare small area survey based geo-electrical mapping for understanding groundwater condition in some selected pockets of the study area. For that purpose one hill slope and one trough shaped low land (locally known as lunga) was selected. Soil resistivity meter was used for electrical survey. A circle plot was prepared for geo-electrical survey on the basis of which geo-electrical maps were drawn. In the studied hill slope morphology four sectors of ground water conditions were observed according to their electrical resistivity character namely shallowest zone, medium zone, deep zone and very deep zone. The trough shaped low land (lunga) is characterised by comparatively shallower condition of groundwater and it was divided into five classes namely near surface water, very shallow zone, shallow zone, medium shallow zone and medium zone. Though the depth of the water bearing strata cannot be detected by this method it is very suitable for understanding the groundwater potential zones in remote places like present study area.

2005 ◽  
Vol 20 (1-2) ◽  
pp. 65
Author(s):  
P. Zamorano ◽  
G. E. Leyte-Morales

De octubre de 2002 a agosto de 2003 se realizaron muestreos bimestrales de la abundancia de erizos en el arrecife de La Entrega. El arrecife fue dividido en dos profundidades (somero 0-6 m y profundo 6-12 m). En cada profundidad se realizaron seis transectos de 50 m de largo por 1 m de ancho. La mayor densidad anual correspondió a Diadema mexicanum (5.96±0.85 ind/m2), seguido de Eucidaris thouarsii (0.46±0.14 ind/m2); Echinometra vanbrunti y Toxopneustes roseus presentaron densidades bajas (0.03±0.01 ind/m2 y 0.02±0.01 ind/m2, respectivamente). Las cuatro poblaciones de erizos presentaron diferencias entre profundidades observándose mayor densidad en lo profundo; si consideramos la abundancia total de erizos en el arrecife, no se registraron diferencias temporales. Empero, al analizar por separado las profundidades, sólo E. thouarsii no presentó diferencias temporales en ambas profundidades. En diciembre, las densidades de D. mexicanum y E. thouarsii disminuyeron en lo profundo y aumentaron en lo somero, posiblemente porque sucedió una mortalidad coralina en lo somero del arrecife y el incremento de las algas motivó a estas especies a desplazarse a la parte dañada. Actualmente el arrecife de La Entrega se encuentra en avanzado estado de erosión lo que puede favorecer que la abundancia de erizos se incremente al igual que su actividad bioerosionadora. Population density of four species of sea urchin (Echinodermata: Echinoidea) at La Entrega Reef, Oaxaca Bimonthly samples of sea urchins fauna inhabiting the La Entrega Reef, Oaxaca, Mexico, were obtained from October 2002 to August 2003. The reef area was divided in two sampling zones, corresponding to shallow (0-6 m) and deep (6-12 m) water. Six transects of 50 m length by 1 m wide were sampled in each zone. Greatest annual density corresponded to Diadema mexicanum (5.96 ± 0.85 ind/m2),followed by Eucidaris thouarsii (0.46 ± 0.14 ind/m2); Echinometra vanbrunti and Toxopneustes roseus presented low densities (0.03 ± 0.01 indv/m2 and 0.02 ± 0.01 ind/m2, respectively). Density of the four populations varied considerably and higher densities were observed in the deep zone. Total abundance of sea urchins (shallow and deep samples) did not vary significantly over time. Abundance per depth range, however, was different over time for all species except for E. thouarsii. In December densities of D. mexicanum and E. thouarsii decreased in the deep zone and increased in the shallow zone, due to massive mortality of coral in the shallow part of the reef and to subsequent increase of algal coverage attracting these species to the shallowest part of the reef. The La Entrega reef is presently in an advanced state of erosion that could favor an increase of sea urchins abundance and of their bioerosion activity.


2017 ◽  
Vol 2017 ◽  
pp. 1-14 ◽  
Author(s):  
Djamel Boubaya

The Maghnia plain in western Algeria is filled by Plio-Quaternary and Miocene sediments that rest unconformably on a basement of Jurassic rocks. Electrical sounding (VES), magnetic data, well information, and hydrogeological data have been used to explore for groundwater potential in the Maghnia plain. The interpretation of Schlumberger sounding data was first calibrated with the lithology of available nearby wells. Four geoelectrical layers were identified within the study area. They are a thin near surface topsoil layer with variable resistivities, a moderate resistive aquifer (15–30 ohm-m), a resistive aquifer (40–70 ohm-m), and a conductive clay layer (1–10 ohm-m). Near Sidi Mbarek, the geoelectric section is reduced to three layers: a topsoil layer, a conductive layer corresponding to the Miocene marls, and a deep resistive layer that correlates with the Oxfordian sandstones. The interpretation of VES data and the enhancement techniques of magnetic data enabled the identification of a number of unmapped faults that occur near recharge zones close to adjacent mountains. This study enabled us to study the extension of the known Plio-Quaternary aquifer of the Maghnia plain and to explore the possible existence of a second deep groundwater aquifer in Oxfordian sandstones.


PROMINE ◽  
2021 ◽  
Vol 9 (1) ◽  
pp. 45-54
Author(s):  
Shalaho Dina Devy ◽  
Ibnu Hasyim

Bengalon is located in East Kutai Regency, East Kalimantan Province. Bengalon is included in the Samarinda-Bontang groundwater basin. The development of agricultural and industrial areas, followed by an increase in residential areas, will cause an increase in the water demand. This study aims to determine the groundwater potential of alluvial areas using the resistivity geoelectric method. The resistivity survey resulted in subsurface lithology, shallow groundwater conditions in the form of depth, thickness, and location of the aquifer as well as the type of groundwater quality. There are 10 locations for geoelectric data collection using the 2D geoelectric method. The results showed that the majority of the aquifers were alluvial deposits consisting of sand and sandy clay. The resistance indicating groundwater is 1 - 4 Ω m, at a depth of 10 – 50 m with a thickness varying from 10 – 20 m which has been dominated by sand. The presence of sea water intrusion in aquifers causes the quality of groundwater to tend to be brackish because the research location is in a swamp area bordering the coast.


2016 ◽  
Vol 21 (2) ◽  
pp. 111 ◽  
Author(s):  
Setyawan Purnama ◽  
Suyono Suyono ◽  
Budi Sulaswono

Opak River Basin is an area with high concentration of settlement. Generally, the settlement use groundwater as a water source. Variation of groundwater condition cause differentiation of water usage in some regions. There are two objectives of this research. First, to determine aquifer system in the research area and second, to calculate the groundwater potential in each aquifer system. To achieve these objectives, aquifer system is determined base on its geology and geomorphology, whereas groundwater potency is calculated by static and dynamic approach. As a result, show that the aquifer system in Opak River Basin can be distinguished into seven aquifer system. There are The Upper Merapi Aquifer System, The Middle Merapi Aquifer System, The Lower Merapi Aquifer System, Baturagung Range Aquifer System, The Aquifer System of Baturagung Range Foot Slope, Sentolo Hill Aquifer System and Sanddune Aquifer System. Among the seventh aquifer system, The Middle Merapi Aquifer System, The Lower Merapi Aquifer System and The Sanddune Aquifer System have high productivity. Sentolo Hill Aquifer System and The Aquifer System of Baturagung Range Foot Slope Aquifer have low productivity, whereas The Baturagung Range is categorized as non akuifer.


Author(s):  
Algirdas Vaidotas ◽  
Dainius Jan•nas

The decision to close Ignalina NPP has significantly increased the urgency for a repository for low- and intermediate-level waste in Lithuania. It is generally considered necessary to have a licensed repository in operation before dismantling activities are initiated in order to avoid large and unnecessary costs for interim storage of waste. In the frame of bilateral cooperation with Sweden, consortium of three Swedish companies SKB-SWECO International-Westinghouse Atom developed and in the year 2002 presented to RATA reference design of a near surface repository in Lithuania. This reference design is applicable to the needs of Lithuania, considering its hydro-geological, climatic and other environmental conditions and is able to cover the expected needs in Lithuania for at least twenty years ahead. The basic principles for the proposed reference design are location above the ground water, foundation on firm basis, rock, densified sand or equivalent, a hill-type construction with vaults and engineered low-permeable clay based barrier consisting of smectitic clay of sedimentary origin covered by a surface barrier. The engineered barriers consist of the waste matrix, the waste packagings, the disposal container outer concrete, backfill between disposal containers, concrete cells surrounded by low-permeable clay-based material, all covered by long-lasting surface barrier with an erosion-resisting top. Water will be drained off by the surface barrier and collected in run-off ditches. The proposed reference design was accepted by authorities as a basis for further development of the repository in Lithuania. In the overall plan for the implementation of the repository prepared by RATA it is foreseen that repository should be in licensed operation in the year of 2011 depending on financing provided. The total cost of the repository project is estimated to be in the order of 140–240 MEUR. This year RATA is starting site selection phase which consists of area survey, regional mapping, screening, site characterisation and site confirmation.


1970 ◽  
Vol 11 ◽  
pp. 31-40
Author(s):  
Suresh Shrestha ◽  
Suresh Das Shrestha

Only surface water has been distributed in the Banepa Municipality area, Central Nepal by Nepal Water Supply Corporation (NWSC) and is not sufficient as per the demand of public. A hydrogeological study was made to know the groundwater potential of the area. Banepa lies entirely in the Lesser Himalaya and constitutes consolidated phyllite and metasandstone basement rocks, and Quaternary sediment of gravel, sand and carbonaceous clay deposited in the valley. The thickness of sediment ranges from 20 to 40 m, of which gravel, sand and clay individually approach upto 20, 5 and 15 m, respectively. Transmissivity of the aquifer varies from 0.8 to 3.15 m2/day. Hydraulic conductivity varies from 0.022 to 0.14 m/day and specific capacity varies from 1.2 to 72 m3/day/m in the study area. The thickness of the aquifer is low and the hydraulic properties are also not favorable to extract sufficient quantity of groundwater in Banepa area. Therefore, an alternative source of water supply should be explored to fulfill present and future water demand.   doi: 10.3126/bdg.v11i0.1540 Bulletin of the Department of Geology, Tribhuvan University, Kathmandu, Nepal, Vol. 11, 2008, pp. 31-40


Geophysics ◽  
2009 ◽  
Vol 74 (6) ◽  
pp. B209-B219 ◽  
Author(s):  
Alireza Malehmir ◽  
Gilles Bellefleur

Three-dimensional seismic reflection data from the Halfmile Lake area, New Brunswick, Canada, was reprocessed over an 18- [Formula: see text] grid to improve the seismic signatures of a 5-million-ton volcanic-hosted massive sulfide (VHMS) deposit located at 1200-m depth, known as the deep zone, as well as key host-rock structures. We chose a prestack dip moveout (DMO) and poststack migration processing sequence to preserve the possible diffraction signature of the deep VHMS zone. Despite the high level of source-generated noise and large statics caused by near-surface conditions, our processing results revealed improved 3D seismic images for shallow and deep structures. Many of the imaged structures were easily correlated with known lithological con-tacts constrained by boreholes and petrophysical measurements. A short, flat-lying segment of high-amplitude reflection at about 800-m depth in the unmigrated cube was interpreted to originate from a small portion of the lower VHMS zone. The DMO stack was characterized by a large, high-amplitude asymmetric diffraction signature originating from the deep VHMS zone. The asymmetry of the diffraction hyperbola relative to the location of the deep zone was interpreted as resulting from a shape effect from the zone, with the strongest amplitudes along the diffraction hyperbola found north-northwest of the apex. This indicated that the deep VHMS zone dips in a similar direction. This diagnostic diffraction signature was not preserved with the prestack migration approach previously implemented for processing Halfmile Lake data.


2002 ◽  
Vol 82 (1) ◽  
pp. 97-104 ◽  
Author(s):  
T. S. Jamieson ◽  
G. W. Stratton ◽  
R. Gordon ◽  
A. Madani

Adsorption to soil has been identified as a key wastewater P removal mechanism in treatment wetlands. Batch incubation experiments were performed to measure the capacity of a constructed dairy farm wetland in Pictou County, Nova Scotia, to remove P from solution. The constructed wetland had been receiving wastewater since 1996. Non-linear regression analysis was performed using the Langmuir adsorption model to describe the P adsorption characteristics for the wetland soil under study. The Langmuir model was adequate in describing the P adsorption characteristics of the system studied. The P adsorption maxima found were approximately 925, 924, and 1600 mg P kg-1 soil, for the deep zone soil, shallow zone soil, and a background soil (not receiving wastewater), respectively. The P adsorption maxima for the deep zone and shallow zone soils were not significantly different (P > 0.05) from one another, but were significantly lower (P < 0.05) than the background soil. These data, together with information on wastewater inflow and P loading, were used to predict a lifespan of 8 yr for this wetland, relative to P removal. Key Words: Phosphorus, wetlands, constructed, adsorption, Langmuir, saturation


2001 ◽  
Vol 4 (02) ◽  
pp. 107-113 ◽  
Author(s):  
Sugianto Gunawan ◽  
Didier Caie

Summary The giant Handil field comprises more than 500 hydrocarbon accumulations in structurally stacked and compartmentalized fluvio-deltaic sands. Most of the accumulations consist of a large column of saturated oil underlying a gas cap, trapped in reservoirs with good rock properties, and produced by water injection or strong natural waterdrive. In 1995 five reservoirs representing nearly one-fifth of the field's total original oil in place (OOIP) - and which had reached their final stage of waterflood development (58% of the total oil in place had already been produced) - were submitted to further development with lean-gas injection to increase the ultimate oil recovery. To date, after 3 years of gas injection, the recovery factor for these five reservoirs has increased by 1.2% of the oil initially in place, and the project is considered both a technical and an economic success. The predominant drive mechanism with lean-gas injection has been confirmed by field data. The previous decline of oil production has been stopped, and the oil rate is now stabilizing. The main monitoring challenge has been the control of gas cycling for most of the producers, particularly during periods of higher injection rates, to compensate for low injection periods imposed by gas availability. The very close monitoring of well and reservoir performance, the numerical simulation, and material-balance studies have helped provide a better understanding of the mechanisms involved and have led to a revised and more efficient policy to maximize oil production. The experience gained and the analysis of this 3-year-old project gives us the confidence to pursue the extension of the lean-gas injection development to other Handil field reservoirs. Introduction Handil is a giant oil field located in the Mahakam Delta of the island of Borneo, Indonesia (Fig. 1). The structure of the field is a simple anticline, 4 km long and 3 km wide, with a main east-west fault dividing the north and south areas (Fig. 2). The geology is complex; the field comprises more than 500 hydrocarbon accumulations, stacked between 300 m to 4000 m subsea, trapped in channel-sand and sand-bar reservoirs deposited in a fluvio-deltaic environment of Miocene age (Fig. 2). Vertically, the field has been subdivided into a shallow zone, grouping the accumulations from 300 to 1500 m subsea; a main zone, between 1500 and 3000 m subsea; and a deep zone with the accumulations below 3000 m subsea. Approximately 300 oil accumulations are found in the shallow and main zones, while the 200 gas accumulations lie mostly in the deep zone. The reservoirs are of excellent characteristics, with permeabilities ranging from 10 to 2000 md, porosities of approximately 25%, and connate water saturations of about 22%. Within a given reservoir, the vertical permeability is of the same order as the horizontal permeability. Most of the oil accumulations consist of a large column with more than 100 m of saturated oil underlying a gas cap, the relative size of which is very variable. The structural dip ranges from 5 to 12°, down to the aquifers generally connected in the western and eastern sectors. The aquifers are generally very strong in the shallow zone, and rather weak in the main and deep zones. The initial pressure regime is hydrostatic, while the temperature gradient is 0.03°C/m. The oil density varies between 31 and 34°API from the shallow to the main zone. Oil formation volume factor is 1.1 to 1.4 v/v, dissolved gas-to-oil ratio is 50 to 100 v/v, oil viscosity is 0.6 to 1.0 cp, and gas formation volume factor ranges from 0.005 to 0.01 v res/v surface. Production History Oil production started in 1975 under natural depletion drive. Shortly afterward, the accumulations of the main zone, which benefited from a weak aquifer at best, were submitted to development by peripheric water injection. Water injection eventually became the depletion-drive mechanism for the equivalent of 65% of the field's OOIP. Field production peaked at 180,000 BOPD in 1982, out of which 128,000 BOPD were being produced, thanks to water injection (Fig. 3). The combination of favorable reservoir and fluid properties, along with intensive reservoir studies and monitoring, has made the waterflood development very successful. Handil has now become a very mature field with more than 330 wells drilled, resulting in a well spacing of 300 m. Most of the wells have dual string completions with up to five packers. At the end of 1995, five main-zone reservoirs, which represented about 20% of the field's total OOIP and which had reached the end of their development by waterflood (with an average oil recovery factor of 58%), were submitted to further development by crestal injection of lean hydrocarbon gas. Gas-Injection Studies Extensive studies had been carried out as recently as the early 1980's to evaluate enhanced oil recovery (EOR) developments of the Handil field. The most economically attractive option was found to be the reinjection of associated gas.


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