Artificial Groundwater Recharge Research Articles

Geophysical characterization of Saraswati River palaeochannel in parts of Yamuna Nagar and Kurukshetra districts of Haryana, India.

Palaeochannels are remnants of rivers or stream channels filled with younger sediments over the period of time. In ancient times, these rivers/channels were thriving in phenomenal conditions, but due to frequent tectonic activities, they lost the direction of their original path and were gradually either lost or buried under thick beds of younger alluvium. Palaeochannels act as reservoirs for fresh groundwater since they are made up of coarser sediments and were formerly flowing rivers. Depending on the groundwater regime and local topography, these could either be saturated or dry. The palaeochannels have high groundwater potential if saturated. These are ideal sites for artificial groundwater recharge, if dry. The identification of palaeochannels becomes quite challenging if they are buried under thick deposits of finer younger sediments. In the present study, an attempt has been made to characterize the Saraswati River Palaeochannel in parts of Yamuna Nagar and Kurukshetra districts of Haryana by using surface and subsurface geophysical methods. Till date, the palaeochannels in this area were mainly discerned on the basis of remote sensing only; therefore, geophysical characterization of these palaeochannels has been attempted in this study. In surface geophysical methods, electrical resistivity surveys, especially gradient resistivity profiling (GRP) and vertical electrical sounding (VES), were conducted in the study area, while electrical and natural gamma logging was used as subsurface geophysical approaches to identify the coarser sands of buried palaeochannels. The main objective of the study was to characterize the Saraswati River palaeochannel and analyze the quality of the groundwater stored in the palaeochannel in the study area. The findings were compared with the well-log data and were found in good agreement.

River Ecological Restoration and Groundwater Artificial Recharge II

The depletion of rivers and groundwater caused by climate change and human activity is threatening water security and ecosystems [...]

POTENTIAL SITE SELECTION FOR GROUNDWATER RECHARGE USING ADVANCED GEOSPATIAL TECHNIQUES

Freshwater demand is increasing rapidly due to a significant increment in population day by day. Whereas, groundwater resources are depleting at high speed in fulfilling the water needs of different sectors. The world uses 67% of groundwater for agriculture, 22% for domestic and 11 % for the industrial sector Twenty-five percent (25%) of global groundwater withdrawals sustains agricultural productivity in Pakistan, India, Nepal and Bangladesh. Pakistan is the fourth largest user of groundwater among all countries (after India, the USA and China) Punjab is the largest populace province of Pakistan where around 90% of the population is dependent on groundwater to fulfil their domestic, agricultural industrial needs. It has been reported that in many parts of the country ratio of groundwater recharge to discharge is 0.8 which also results in a rapid decline in the water tables country. This study aimed at the assessment of the potential sites for groundwater recharge in Jand tehsil using a geospatial approach. Presently, the study area experiencing the seepage/mixing of wastewater with the groundwater due to poor drainage and sewerage network. Therefore, availability of fresh drinking water becomes a serious challenge in Jand and demands an artificial groundwater recharge system to fulfill the water needs. Several relevant criteria have been incorporated in this research to delineate the potential zones i.e. Drainage Density, Slope, Rainfall, land use/Landcover, Geology, and Soil. To precisely identify the sites, an Analytical Hierarchy Process has been employed to calculate the weight of each criterion. Subsequently, each factor is multiplied by its respective weights to develop the potential site suitability map. Results of the study revealed the three best groundwater recharge sites and classified the suitability of the study region as; high suitable (34%) moderate suitable (35%) and low suitable area around 31%. This research illustrates the strength of Geospatial techniques in proposing the potential ground recharge regions and hence rainwater and groundwater resources can be managed efficiently.

HYDROLOGICAL REGIME OF WATER STREAMS AND THE PROBLEMS OF PUBLIC WATER SUPPLY IN THE REPUBLIC OF KALMYKIA

The constant shortage of fresh water for drinking and municipal use in the Republic of Kalmykia has become critically acute recently. Both natural factors, i.e. increasing climate aridity, limited reserves of fresh surface and groundwater, lack of sufficiently long sections of large rivers with constant flow, and the deterioration of hydraulic structures are the reasons. The exploitation of groundwater in existing deposits has led to their depletion and deterioration, while large deposits of fresh and slightly brackish groundwater in the southern Caspian region cannot be used because the content of pollutants in them is rather high. Recovery of old and construction of new water pipelines from the Volga River requires permanent significant financial investments at the federal level. Therefore, recently a new way to increase the supply of fresh water suitable for drinking purposes, i.e. an artificial groundwater recharge (AGR), has been actively discussed. The article provides an actual assessment of water resources of the littlestudied surface runoff of the rivers of Kalmykia, considers the possibility and feasibility of creating infiltration basins to replenish groundwater reserves, and calculates the parameters and operating mode of five planned basins. The main source of fresh surface water in Kalmykia is the rivers of the Ergeni Upland. The average long-term flow from its eastern slope is estimated at 0,120 km3/year, from the western slope at 0,105 km3/year and from the southern slope at 0,045 km3/year. Trends in modern modification of the hydrological regime of rivers under the influence of climate change have been revealed, namely a decrease in annual runoff and its intra-annual redistribution with a reduction of spring floods, a slight increase in winter runoff and a leveling of summer low-water periods. Calculation of the operating mode of planned infiltration basins allowed us to draw the following conclusions: the maximum possible volume of total infiltration will be about 220 thousand m3/year, which is 36 times less than the presentday water intake from the Troitsk and Bayarninsky fields for public water supply; sufficiently efficient operation of pools is only possible with annual cleaning of accumulated silt deposits, otherwise the soil filtration coefficient will come down each year, resulting in the reduction of infiltration supply by dozens times. Thus, the AGR can only be a temporary measure to compensate for the subsidence of groundwater level until the reconstruction and construction of new water pipelines from the Volga River to supply the city of Elista and the surrounding area with drinking water of acceptable quality

Integrated study of GIS and Remote Sensing to identify potential sites for rainwater harvesting structures

Water accessibility is necessary for agricultural and socioeconomic development in the area. One of the best solutions to the water crisis in the Kohat region is to build rainwater harvesting structures (RWH) to collect water from local watersheds for artificial groundwater recharge. Our main objective was to identify suitable RWH locations in the study area. However, the optimum site selection for RWH in regional areas is crucial. In such a case, geospatial techniques have revealed decisive in optimum site selection for RWH structures. In the current study, we have used GIS-based models like the Analytical Hierarchy Process (AHP) and Weight of Evidence (WOE) to identify suitable sites for rainwater harvesting. Seven influential parameters, i.e., LULC, rainfall, drainage density, slope, lineament density, soil, and lithology, were considered, reclassified, and assigned ranks according to literature for analysis to produce potential site maps for RWH structures. The findings of the current study indicate that, based on the Analytic Hierarchy Process (AHP), 44% (1320 km2) of the study area is classified as highly suitable for rainwater harvesting, while 40% (1200 km2) is considered moderately appropriate, and 16% (470 km2) is deemed unsuitable. In contrast, when utilizing the Weight of Evidence (WOE) approach, the high suitability class encompasses 32% (956.8 km2) of the area, the moderate suitability class covers 43% (1285.7 km2), and the low suitability class accounts for 25% (748 km2) of the study area. The outcome of the current study aims to contribute and assist the planner, manager, and officials in finding sites for RWH structures to overcome the water table, irrigation demand, and agricultural issues in the study area.

Quantitative Groundwater Modelling under Data Scarcity: The Example of the Wadi El Bey Coastal Aquifer (Tunisia)

The Grombalia aquifer constitutes a complex aquifer system formed by shallow, unconfined, semi-deep, and deep aquifers at different exploitation levels. In this study, we focused on the upper aquifer, the Wadi El Bey coastal aquifer. To assess natural aquifer recharge, we used a novel physiography-based method that uses soil texture-dependent potential infiltration coefficients and monthly rainfall data. The developed transient flow model was then applied to compute the temporal variation in the groundwater level in 34 observation wells from 1973 to 2020, taking into account the time series of spatially variable groundwater recharge, artificial groundwater recharge from 5 surface infiltration basins, pumping rates on 740 wells, and internal prescribed head cells to mimic water exchange between the wadis and aquifer. The quantified deviations in the computed hydraulic heads from measured water levels are acceptable because the database used to construct a scientifically sound and reliable groundwater model was limited. Further work is required to collect field data to quantitatively assess the local inflow and outflow rates between surface water and groundwater. The simulation of 12 climate scenarios highlighted a bi-structured north‒south behaviour in the hydraulic heads: an increase in the north and a depletion in the south. A further increase in the pumping rate would, thus, be severe for the southern part of the Wadi El Bey aquifer.

Modelling regional effects of artificial groundwater recharge in a multilayer aquifer characterized by perched water tables

AbstractThis paper presents an approach to estimate the effects of a managed recharge experiment in a multilayer aquifer characterized by the presence of perched water tables in the Medina del Campo groundwater body, Douro basin, central Spain. A numerical model was developed to evaluate the effect of artificial recharge on the shallow sector of a regional‐scale aquifer and on formerly active wetlands. The model was developed in the Visual MODFLOW Pro v.2011.1 environment in order to represent and analyse the regional impact of this artificial recharge event. Results suggest that the assumption of a single perched system may prove useful in regional contexts where data is limited. From a study site perspective, managed recharge is observed to increase shallow storage along the riverbanks, which is considered valuable for environmental purposes. However, downstream wetlands are unlikely to experience a significant recovery. Furthermore, only a small percentage of artificial recharge is expected to reach the deep regional aquifer. This method can be exported to settings characterized by the presence of perched aquifers and associated groundwater dependent ecosystems.

An Appraisal of Groundwater resources and its Hydrochemistry in Ladnun Block of Nagaur District, Central part of Rajasthan, India

Abstract: Groundwater is an important source that provides support to all habitants in the arid to semi-arid regions of Rajasthan. The current study contributes to the rising demand for potable water in Ladnun block in the northern part of Nagaur district; situated in the central part of Rajasthan. This paper concentrates on the Evaluation of the hydrogeological and hydrogeochemical aspects of groundwater in the Ladnun block which encompasses three notable aquifers: Older Alluvium, Bilara Limestone, and Jodhpur sandstone. An attempt was made to understand the groundwater quality as well as its suitability for drinking and other uses by using the water quality parameters. A comprehensive assessment of water quality parameters in groundwater samples were carried out; collected from 34 different locations in the study area in the year 2018 to 2022. Most of the villages of the study area are affected by more than 1.5mg/L fluoride, TDS, and salinity hazards which are harmful to human health. Groundwater quality is slightly hard and brackish to saline in the block due to ancient seawater entrapped in sediments, Halite, and higher-order evaporite mineral deposits. According to WQI most of the water sample falls into the unsuitable category. Therefore, the study area recommended artificial recharge of groundwater and rainwater harvesting to overcome the water demand for drinking purposes

Groundwater Depletion and Degradation in the North China Plain: Challenges and Mitigation Options

Groundwater is an important natural resource in the North China Plain (NCP) with high economic benefits and social significance. It fulfills 60% of drinking and 70% of irrigation water requirements. In this review, the information is retrieved from high-quality articles published in MEDLINE and other sources. We saw that groundwater is declining faster (>1 m yr−1) and polluting with NO3− (>30 mg L−1) due to excessive water pumping and application of a nitrogen (N) fertilizer, respectively. The water pumping (>600 mm ha−1 yr−1) for agricultural purposes in the region is higher than the recharge amount (<200 mm yr−1). The low recharge is the result of low rainfall (<600 mm yr−1), and high evapotranspiration (>800 mm yr−1) under the impact of dominant vegetative characteristics of winter wheat–summer maize (WW-SM) rotations, covering >80% of the land. Furthermore, N application exceeds the crop assimilation capacity (>250 kg ha−1 yr−1) and leach deep down (>50 kg ha−1) as well as loss in the atmosphere. Presently, Beijing, Tianjin, and Hebei are ecologically the most affected areas. We suggest that excessive water and N fertilizer use for intensive cropping systems should be controlled by paying high attention to groundwater-friendly farming practices. In addition, artificial groundwater recharge options and their safe utilization would be explored across the region to replenish aquifers. This literature review contributes valuable insights to the knowledge bank and offers a foundation for further research and policy development.

Delineation of optimal locations for artificial groundwater recharge utilizing MIF and GIS in a semi-arid area

Delineation of optimal locations for artificial groundwater recharge utilizing MIF and GIS in a semi-arid area

Assessing Suitable Groundwater Recharge Locations and Structures Using GIS Technique in a Semi-Arid Region

Abstract: Groundwater management is the continuous research problem in semi-arid regions of India especially in Telangana State. The observed phenomenon can be ascribed to a combination of climatic factors, such as erratic rainfall and soaring temperatures, along with human factors like large-scale cultivation of paddy crops using traditional methods and the extensive drilling of numerous bore wells. Few parts of Nalgonda revenue division in Telangana State are experiencing such conditions which pulled for the augmentation of groundwater resource by suggesting suitable artificial groundwater recharge structures by adopting geographical information system technique and Central Ground Water Board guidelines. Nala bunds, check dams and water absorption trenches are the appropriate recharge structures for the study area that were identified using drainage network, lineaments, slope and land use land cover. In conclusion, this study has proven the reliability of GIS technique when followed with proper guidelines is effective in finding the suitable groundwater recharge structures.

Potential challenges for the restoration of Biscayne Bay (Florida, USA) in the face of climate change effects revealed with predictive models

Estuaries and coastal areas worldwide are rapidly changing, especially those adjacent to urban centers. Physical and ecological stresses are exacerbated by climate change (CC) and sea level rise (SLR). In this research, a salinity transport model for Biscayne Bay is presented. The model is used to estimate salinity under various scenarios of altered precipitation, increased salinity/temperature, and SLR. The simulated scenarios (based on prior studies and existing literature) assumed increases of 1.5 °C in temperature, and 0.6 PSU in ocean salinity. Current precipitation was varied from −10% to +10%. SLR varied from +0.46 m to +2.18 m. The highest increase in bay salinity (worst-case scenario) occurred for 10% decrease in precipitation, and +2.18 m SLR. The lowest increase in salinity (mildest scenario) occurred for 10% increase in precipitation, and +0.46 m SLR. In the mildest scenario, a 50% increase in baseline freshwater inputs is needed to maintain currently observed Bay salinities. For the worst scenario, a 300% freshwater increase would be required. Current Everglades Restoration plans to restore the Bay salinity to “natural” conditions must consider the potential CC-induced effects simulated in this research. Present efforts may not be sufficient to even maintain current salinity conditions in Biscayne Bay. Increasing urban vegetation (urban greening), artificial groundwater recharge with treated wastewater, and decreasing water consumption, are proposed as management measures for reinforcing current and future restoration efforts.

Comparative analysis of machine learning and analytical hierarchy analysis for artificial groundwater recharge map development

Comparative analysis of machine learning and analytical hierarchy analysis for artificial groundwater recharge map development

Mapping Prospects for Artificial Groundwater Recharge Utilizing Remote Sensing and GIS Methods

The indiscriminate use of groundwater and its overexploitation has led to a significant decline in groundwater resources in India, making it essential to identify potential recharge zones for aquifer recharge. A study was conducted to determine such potential recharge zones in the Nandhour-Kailash River watershed. The study area included 1481 streams divided into 12 sub-basins (SWS). The results show that the downstream Saraunj sub-basins (SWS-11) and Odra sub-basins (SWS-12) were high priority and required immediate soil and water conservation attention. Sub catchments Lobchla West (SWS-4), Deotar (SWS-5), Balot South (SWS-8), Nandhour (SWS-9), and Nakoliy (SWS-10) had medium priority and were designated for moderate soil erosion and degradation. In contrast, sub-catchments Aligad (SWS-1), Kundal (SWS-2), Lowarnala North (SWS-3), Bhalseni (SWS-6), and Uparla Gauniyarao (SWS-7) had low priority, indicating a low risk of soil erosion and degradation. Using the existing groundwater level data, the potential map of groundwater was validated to confirm its validity. According to the guidelines provided by the Integrated Mission for Sustainable Development (IMSD), the results of the groundwater potential zones for good to very good zones have been integrated at the slope and stream order. In a 120.94 km2 area with a slope of 0–5% in first-order streams, 36 ponds were proposed, and in a 218.03 km2 area with a slope of 15% in first- to fourth-order streams, 105 retention dams were proposed and recognized as possible sites for artificial groundwater recharge. The proposed water harvesting structure may aid in continuously recharging these zones and benefit water resource managers and planners. Thus, various governmental organizations can use the results to identify possible future recharge areas.

Co-transport of Microplastics and a surrogate for Human Enteric Viruses in a saturated column packed with Quartz Sand

Groundwater can be contaminated with infective human enteric viruses from various sources, such as wastewater treatment plant discharge, landfills, septic tanks, agricultural practices, and artificial groundwater recharge. Anthropogenic pollutants, such as microplastics, may exhibit an affinity to transport biocolloids (bacteria, viruses) further and reduce their degradation rates in the natural environment. Human enteric viruses (poliovirus, hepatitis A, rotavirus, and adenovirus) can adsorb to the abiotic surface of microplastics and are simultaneously present in wastewater discharge. These newly formed clumps of pathogens and microplastics could penetrate deeper into soils as vectors for preferential flow and threaten groundwater systems, triggering a higher risk for drinking water and possibly followed by a disease outbreak. The mechanisms behind the adsorption of human enteric viruses on microplastic surfaces and their potential role in prolonging virus survival and promoting environmental transport remain unclear. This study aims to explore the possibility of co-transport of microplastics and human enteric viruses in saturated porous media, using PRD1 bacteriophage as a surrogate. PRD1 bacteriophages have been widely used as surrogates of rotavirus because they share many fundamental properties and features. Column experiments were performed using quartz sand (soil grain size: 0.60 - 1.30 mm) as a porous media in a 30 cm long and 7 cm diameter column. The column experiments were conducted by maintaining Darcy velocity of 2.65 m/day. Three different influent solution scenarios were considered in the experiments: PRD1 mixed with microplastics, PRD1 alone, and microplastics alone. The enumeration of PRD1 in the effluent solution was performed using quantitative polymerase chain reaction (qPCR) as well as the culture method, in order to differentiate between infective and inactive virus transport. Microplastics were quantified using Solid-Phase Cytometry (SPC). Results were analyzed by calculating the collision and sticking efficiencies of the microplastics and PRD1 using the classical colloid filtration theory and Hydrus 1D modeling tool. There was no evidence of interference or inhibition of microplastics on the performance of qPCR and DNA extraction in the methodological setup. Additionally, the efficacy of qPCR and DNA extraction methods did not yield significantly different results across any of the influent solution conditions. Preliminary results suggest that the presence of microplastics enhanced the transport of PRD1, which led to reduced attachment of PRD1 in the porous media. The concentration of infective phages showed a delayed sharp increase, indicating that there may be a sorption mechanism that delays their breakthrough. It is possible that a portion of the active phages possess a higher sticking efficiency and that population heterogeneity contributes to this phenomenon. A comprehensive understanding of the processes that govern virus transport with globally distributed microplastics is crucial for protecting public health.

Study of Ground Water Behaviour in the Tons Pump Canal Command Area of Karchhana Tehsil, Prayagaraj

The study of groundwater behaviour in the Tons Pump canal command area of Karchhana Tehsil was carried out by utilizing ground water table data from 1997 to 2021 (25 years). During the study period, the pre-monsoon water table depth ranged from 3.25 m to 19.55 m, whereas the post-monsoon depth ranged from 1.71 m to 17.70 m. The water table trend in the study area during the pre-monsoon season revealed that at 83.55% of the locations having falling trend, while the remaining 16.45% experienced neither rising nor falling trend in the water table. During post-monsoon season, the water table was falling at 89.99% locations, with the rest 10.10% having neither rising nor falling trend. Therefore, the study found that the majority of the study area was experiencing water table fall due to over-exploitation of ground water in the both pre and post-monsoon season. Development stages of the groundwater utilization study from 1997 to 2021 showed that during the year 1997, all block of the study area was found under safe category.The overall utilisation of groundwater development stage was determined to be 44.93%. In 2021, the overall development stage of groundwater utilization was found to be 64.11% and the entire study area comes under safe category of groundwater utilization. It was found that groundwater levels in the study area were progressively rising. Therefore, it was necessary to enhance the surface water supply through canal systems to reduce the draft of groundwater as well as artificial groundwater recharge is necessary to arrest the groundwater at the desired level in the study area.

Fates of potentially persistent and mobile organic substances in embedded outdoor columns for artificial groundwater recharge simulation

Persistent and mobile organic micropollutants (OMP) are ubiquitously found in the aquatic environment and have a high propensity to distribute in water resources and are difficult to remediate. Managed aquifer recharge systems such as artificial groundwater recharge, produce high-quality drinking water by removing numerous OMP from the source water. In this study, the fates of selected emerging and potentially persistent and mobile OMP were investigated in outdoor columns for artificial groundwater recharge simulation. Breakthrough curves of OMP were modeled to differentiate between sorption and bio-transformation. The study showed that selected OMP were persistent in the surface water and no photo-degradation was observed, except for diclofenac. The trends of dissolved organic carbon concentrations and UV light absorption at 254 nm wavelength suggest elevated biological activity in the first 0.3 m of the columns. The study revealed that the bio-transformation of cyanoguanidine, valsartan acid and diclofenac correlated with the biological activity in the sand columns. Benzyltrimethylammonium, n-(3-(dimethylamino)-propyl)methacrylamide, 1,3-di-o-tolylguanidine, 1,3-diphenylguanidine and melamine were completely eliminated within the first 0.3 m, likely due to sorption. Less mobile compounds such as carbamazepine and adamantan-1-amine also showed sorption. Sorption was also observed for diclofenac, likely due to decreased pH along the column depth. Retardation factors of several OMP were higher in the first 0.3 m of the columns, likely due to higher organic carbon contents compared to the remaining depth. Six organic substances (for example 2-acrylamido-2-methylpropane sulfonate and dimethylbenzene sulfonate) were persistent and mobile throughout the experiment. Overall, this study reveals the vital role of pH and sand organic carbon for sorption and residence time and biological activity for OMP elimination.

Appraisal of Water Resources Development Action Plan for Groundwater Recharge in Raghunathapalli Watershed, Jangaon District, Telangana State, India

Water is elixir of life which needs regular assessment for maintaining ecological balance. Micro watershed wise (a few thousand hectares of extent) water resource action plan is need of the hour especially for a hard rock terrain like Raghunathapalli watershed of Jangaon District. Geologically, the area is underlain by Quartzite and Pelitic Schist of Older Metamorphics and Leuco Granite / Grey Alkali FelpsarGranite Terrain (Peninsular Gneissic Complex) belonging to Archeans. The Archeans are intruded at several places by several Pegmatite Veins and Basic Dolerite Dykes. The average annual rainfall of the study area for the past 19 years is 946 mm and that of monsoonal rainfall is 746 mm. In order to do artificial ground water recharge, the study and analysis of parameters that control the ground water recharge is very important for effective ground water recharge. The spatio-temporal variations in rainfall, regional/local distribution in geological formations and geomorphic composition of various units have led to uneven occurrence and distribution of water resources. Different thematic layers like Geology, Geomorphology, Stream Network, Micro Watersheds, Digital Elevation Model, Contours (2m), Base Layers, Soil and Ground Water Potential maps are prepared using Geospatial technologies like Remote Sensing & GIS. Existing Recharge Structures are marked using 1:25,000 scale Survey of India Toposheets and new locations are updated with high resolution satellite imagery. Micro watershed wise Water Balance studies are carried out and Water Resources Development Action Plan is prepared using Ridge to Valley concept with new artificial recharge structures like Check Dams (22), Percolation Tanks (10), Contour Trenches (68Kms), Subsurface Dyke (2), Farm Pond (268), Recharge Pit (179), Recharge Shaft (16), Desilting Tank (24 nos) etc at suitable terrain conditions. Newly proposed locations for constructions of Rainwater harvesting structures in the gap areas will improve the ground water regime and improves the sustainability of wells for agriculture in the drought prone area of Raghunathapalli watershed. Thus Geospatial technologies are cost effective tools for management and conservation of water resources.

Identification of potential artificial groundwater recharge sites using GIS and the analytical hierarchy process: case study of Tamellalt plain, Morocco

Identification of potential artificial groundwater recharge sites using GIS and the analytical hierarchy process: case study of Tamellalt plain, Morocco

Rainfall Assessment and Water Harvesting Potential in an Urban area for Artificial Groundwater Recharge with Land Use and Land Cover Approach

Rainfall Assessment and Water Harvesting Potential in an Urban area for Artificial Groundwater Recharge with Land Use and Land Cover Approach