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</a></div></div></div></div><div class="right-panel-container"><div class="user-content-wrapper"><div class="uploads-container" id="social-redesign-work-container"><div class="upload-header"><h2 class="ds2-5-heading-sans-serif-xs">Uploads</h2></div><div class="nav-container backbone-profile-documents-nav hidden-xs"><ul class="nav-tablist" role="tablist"><li class="nav-chip active" role="presentation"><a data-section-name="" data-toggle="tab" href="#all" role="tab">all</a></li><li class="nav-chip" role="presentation"><a class="js-profile-docs-nav-section u-textTruncate" data-click-track="profile-works-tab" data-section-name="Papers" data-toggle="tab" href="#papers" role="tab" title="Papers"><span>9</span> <span class="ds2-5-body-sm-bold">Papers</span></a></li><li class="nav-chip" role="presentation"><a class="js-profile-docs-nav-section u-textTruncate" data-click-track="profile-works-tab" data-section-name="Books" data-toggle="tab" href="#books" role="tab" 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class="work-thumbnail" src="https://attachments.academia-assets.com/104629350/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/102096419/Study_of_Heavy_Metal_Contamination_in_Industrial_Soils_of_Aurangabad_Using_GIS_Techniques">Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques</a></div><div class="wp-workCard_item"><span>Journal of Geomatics</span><span>, 2023</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The main objective of the present study is to assess the level of contamination, source identific...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. A total of 15 Soil samples were collected with a sampling density of 3–5 composite soil samples from 0–10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1,...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="87fbfb33366af049842f2c2345422345" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":104629350,"asset_id":102096419,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/104629350/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="102096419"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="102096419"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 102096419; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=102096419]").text(description); $(".js-view-count[data-work-id=102096419]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 102096419; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='102096419']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 102096419, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "87fbfb33366af049842f2c2345422345" } } $('.js-work-strip[data-work-id=102096419]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":102096419,"title":"Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques","translated_title":"","metadata":{"doi":"10.58825/jog.2023.17.1.73","issue":"1","volume":"17","abstract":"The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. A total of 15 Soil samples were collected with a sampling density of 3–5 composite soil samples from 0–10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="76114793"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/76114793/Characterization_of_Hydrogeological_Behaviour_of_PG_4_Watershed_Through_Morphometric_Analysis_of_Painganga_Basin_Buldhana_Maharashtra"><img alt="Research paper thumbnail of Characterization of Hydrogeological Behaviour of PG-4 Watershed Through Morphometric Analysis of Painganga Basin, Buldhana, Maharashtra" class="work-thumbnail" src="https://attachments.academia-assets.com/83787790/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/76114793/Characterization_of_Hydrogeological_Behaviour_of_PG_4_Watershed_Through_Morphometric_Analysis_of_Painganga_Basin_Buldhana_Maharashtra">Characterization of Hydrogeological Behaviour of PG-4 Watershed Through Morphometric Analysis of Painganga Basin, Buldhana, Maharashtra</a></div><div class="wp-workCard_item wp-workCard--coauthors"><span>by </span><span><a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/SandipSirsat1">Dr. Sandip K . Sirsat</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/VISHRANTIKADAM">VISHRANTI KADAM</a></span></div><div class="wp-workCard_item"><span>Journal of Indian Water Work Association </span><span>, 2022</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">In the present paper, an attempt has been made to study the quantitative geomorphological analysi...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">In the present paper, an attempt has been made to study the quantitative geomorphological analysis of the PG-4 watershed of the Painganga basin in Buldhana, Maharashtra. We have evaluated the morphometric characteristics based on Survey of India toposheets at 1:50,000 scale, and SRTM DEM data with 90 m spatial resolutions. For this detailed study, SRTM based DEM, and GIS were used in the evaluation of linear, areal, drainage and relief aspects of morphometric parameters. The study area comprises a dendritic drainage pattern with a maximum five orders stream, and the mean bifurcation ratio (4.11) showed that the drainage pattern was not affected by structural control. The medium texture, low relief, and elongated shape of the watershed were found to be the main morphometric parameters. These results could be utilized in the restoration and conservation of natural resources in PG-4 watershed of the Painganga basin.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="8db98f909168cea7b592898ad6c2c8b3" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":83787790,"asset_id":76114793,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/83787790/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="76114793"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="76114793"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 76114793; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=76114793]").text(description); $(".js-view-count[data-work-id=76114793]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 76114793; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='76114793']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 76114793, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "8db98f909168cea7b592898ad6c2c8b3" } } $('.js-work-strip[data-work-id=76114793]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":76114793,"title":"Characterization of Hydrogeological Behaviour of PG-4 Watershed Through Morphometric Analysis of Painganga Basin, Buldhana, Maharashtra","translated_title":"","metadata":{"abstract":"In the present paper, an attempt has been made to study the quantitative geomorphological analysis of the PG-4 watershed of the Painganga basin in Buldhana, Maharashtra. 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These results could be utilized in the restoration and conservation of natural resources in PG-4 watershed of the Painganga basin.","publication_date":{"day":null,"month":null,"year":2022,"errors":{}},"publication_name":"Journal of Indian Water Work Association "},"translated_abstract":"In the present paper, an attempt has been made to study the quantitative geomorphological analysis of the PG-4 watershed of the Painganga basin in Buldhana, Maharashtra. We have evaluated the morphometric characteristics based on Survey of India toposheets at 1:50,000 scale, and SRTM DEM data with 90 m spatial resolutions. For this detailed study, SRTM based DEM, and GIS were used in the evaluation of linear, areal, drainage and relief aspects of morphometric parameters. The study area comprises a dendritic drainage pattern with a maximum five orders stream, and the mean bifurcation ratio (4.11) showed that the drainage pattern was not affected by structural control. The medium texture, low relief, and elongated shape of the watershed were found to be the main morphometric parameters. 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Sirsat</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/VISHRANTIKADAM">VISHRANTI KADAM</a></span></div><div class="wp-workCard_item"><span>Water, Air & Soil Pollution </span><span>, 2022</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This study is close to an earlier urban soil survey carried out for a rapidly growing city...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">This study is close to an earlier urban soil survey  carried  out  for  a  rapidly  growing  city  with  a high traffic density in Aurangabad city, India. Consequently, it aims to use the environmental magnetism approach to assess roadside emissions at a known polluted site. Magnetic measurements have been successfully implemented in soil studies and seem to be a suitable approach for pollution assessment in industrial and roadside areas of the study area. The present study was accomplished for magnetic susceptibility, isothermal remanent magnetization, coercivity, hysteresis measurements, thermomagnetic curves, scanning electron microscopy, and energy-dispersive spectroscopy analysis to evaluate the absolute fraction of magnetic minerals in bulk soil samples. The soils  displayed  variation  in  magnetic  susceptibility values, which was influenced by concentration, domain states, and morphological characteristics of magnetic minerals. Substantial variation in the mineralogical composition of soils deriving from different industrial activities was noticed. The results indicate that industrial and roadside soil samples with mostly coarser and irregular-shaped show ferrimagnetic minerals. The presence of iron-titanium combination in most of the samples is due to titanomagnetite accompanying the titanium-bearing grains. In soils, a higher amount of ferrimagnetic minerals (magnetite, titanomagnetite, maghemite) with a minor content of antiferromagnetic minerals (hematite/goethite) was noticed. These studies reveal that magnetic and morphological characterization of soils can be used as an appropriate tracer for industrial and roadside soil pollution, which leads to new avenues for more detailed chemical mapping.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="7a51fc2ab805e85cda1e19a52940260e" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":89298505,"asset_id":84188380,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/89298505/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="84188380"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="84188380"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 84188380; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=84188380]").text(description); $(".js-view-count[data-work-id=84188380]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 84188380; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='84188380']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 84188380, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "7a51fc2ab805e85cda1e19a52940260e" } } $('.js-work-strip[data-work-id=84188380]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":84188380,"title":"Magnetic Properties of Urban Topsoil from Aurangabad (India)-Implications to Industrial Pollution and Road Traffic","translated_title":"","metadata":{"doi":"10.1007/s11270-022-05710-w","abstract":"This study is close to an earlier urban soil survey carried out for a rapidly growing city with a high traffic density in Aurangabad city, India. 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Consequently, it aims to use the environmental magnetism approach to assess roadside emissions at a known polluted site. Magnetic measurements have been successfully implemented in soil studies and seem to be a suitable approach for pollution assessment in industrial and roadside areas of the study area. The present study was accomplished for magnetic susceptibility, isothermal remanent magnetization, coercivity, hysteresis measurements, thermomagnetic curves, scanning electron microscopy, and energy-dispersive spectroscopy analysis to evaluate the absolute fraction of magnetic minerals in bulk soil samples. The soils displayed variation in magnetic susceptibility values, which was influenced by concentration, domain states, and morphological characteristics of magnetic minerals. Substantial variation in the mineralogical composition of soils deriving from different industrial activities was noticed. The results indicate that industrial and roadside soil samples with mostly coarser and irregular-shaped show ferrimagnetic minerals. The presence of iron-titanium combination in most of the samples is due to titanomagnetite accompanying the titanium-bearing grains. In soils, a higher amount of ferrimagnetic minerals (magnetite, titanomagnetite, maghemite) with a minor content of antiferromagnetic minerals (hematite/goethite) was noticed. These studies reveal that magnetic and morphological characterization of soils can be used as an appropriate tracer for industrial and roadside soil pollution, which leads to new avenues for more detailed chemical mapping.","internal_url":"https://www.academia.edu/84188380/Magnetic_Properties_of_Urban_Topsoil_from_Aurangabad_India_Implications_to_Industrial_Pollution_and_Road_Traffic","translated_internal_url":"","created_at":"2022-08-05T08:51:53.032-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":191972391,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":38629700,"work_id":84188380,"tagging_user_id":191972391,"tagged_user_id":135466124,"co_author_invite_id":null,"email":"k***i@gmail.com","display_order":1,"name":"VISHRANTI KADAM","title":"Magnetic Properties of Urban Topsoil from Aurangabad (India)-Implications to Industrial Pollution and Road Traffic"},{"id":38629701,"work_id":84188380,"tagging_user_id":191972391,"tagged_user_id":125133047,"co_author_invite_id":null,"email":"d***r@gmail.com","display_order":2,"name":"Ashok Tejankar","title":"Magnetic Properties of Urban Topsoil from Aurangabad (India)-Implications to Industrial Pollution and Road Traffic"}],"downloadable_attachments":[{"id":89298505,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/89298505/thumbnails/1.jpg","file_name":"67b016ed_8f97_4400_8d46_f9fb932bf2b2_1.pdf","download_url":"https://www.academia.edu/attachments/89298505/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Magnetic_Properties_of_Urban_Topsoil_fro.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/89298505/67b016ed_8f97_4400_8d46_f9fb932bf2b2_1-libre.pdf?1659716519=\u0026response-content-disposition=attachment%3B+filename%3DMagnetic_Properties_of_Urban_Topsoil_fro.pdf\u0026Expires=1733267477\u0026Signature=WeOVG7aALIl906FaQup8hR2UydTqRCnK57qwUJoCJz7BcFzcfdzXk2447CMcoBQF-6zNBW72RI3PHXKtG4xpk0MVEwoKdM5hMx~-AeLU6X01H51ajCei1jHo2QeOIUum1YkTmmLGmNwydWUbgkSLdS5FEHiO6oBnSWeK7~AaY8~LxMtvkZTvABtLwY8E~YufVQ0kV56~WAjBk5HXw5Nf~j-~aQMFTK76Q888Gb6Gj6I48X-LPPp1wY5okx5T6B6bXDd3kgxmGcZ02-68aktQ7uaAIiOsLLmOWOlyT3peplJyjsOCNGp05TUN0QpNb8hGMsWR-1ga3Kz98QJUhaxomw__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Magnetic_Properties_of_Urban_Topsoil_from_Aurangabad_India_Implications_to_Industrial_Pollution_and_Road_Traffic","translated_slug":"","page_count":18,"language":"en","content_type":"Work","owner":{"id":191972391,"first_name":"Dr. Sandip","middle_initials":"K .","last_name":"Sirsat","page_name":"SandipSirsat1","domain_name":"independent","created_at":"2021-05-02T23:52:52.556-07:00","display_name":"Dr. Sandip K . 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Sirsat</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/VISHRANTIKADAM">VISHRANTI KADAM</a></span></div><div class="wp-workCard_item"><span>Journal of Geomatics </span><span>, 2023</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The main objective of the present study is to assess the level of contamination, source identific...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. A total of 15 Soil samples were collected with a sampling density of 3-5 composite soil samples from 0-10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1, unpolluted to moderately polluted except Cd values. Most of the measured heavy metals showed the highest availability in top soils collected from around the steel and metal industries of the Waluj MIDC area. Also, based on the outcomes of the health risk assessment, particular attention should be paid to Ni, Pb, Cd, Zn, Cr and Cu in the industrial soils of Aurangabad. This study is socially beneficial for prevailing human health hazards in such industrially populated regions.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="c77cc549e6ea8be6e5262f6ba687ae03" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":104626673,"asset_id":101334304,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/104626673/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="101334304"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="101334304"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 101334304; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=101334304]").text(description); $(".js-view-count[data-work-id=101334304]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 101334304; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='101334304']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 101334304, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "c77cc549e6ea8be6e5262f6ba687ae03" } } $('.js-work-strip[data-work-id=101334304]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":101334304,"title":"The Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques","translated_title":"","metadata":{"doi":"10.58825/jog.2023.17.1.73","issue":"1","volume":"17","abstract":"The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. A total of 15 Soil samples were collected with a sampling density of 3-5 composite soil samples from 0-10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1, unpolluted to moderately polluted except Cd values. Most of the measured heavy metals showed the highest availability in top soils collected from around the steel and metal industries of the Waluj MIDC area. Also, based on the outcomes of the health risk assessment, particular attention should be paid to Ni, Pb, Cd, Zn, Cr and Cu in the industrial soils of Aurangabad. This study is socially beneficial for prevailing human health hazards in such industrially populated regions.","page_numbers":"53-61","publication_date":{"day":null,"month":null,"year":2023,"errors":{}},"publication_name":"Journal of Geomatics "},"translated_abstract":"The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. A total of 15 Soil samples were collected with a sampling density of 3-5 composite soil samples from 0-10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1, unpolluted to moderately polluted except Cd values. Most of the measured heavy metals showed the highest availability in top soils collected from around the steel and metal industries of the Waluj MIDC area. Also, based on the outcomes of the health risk assessment, particular attention should be paid to Ni, Pb, Cd, Zn, Cr and Cu in the industrial soils of Aurangabad. This study is socially beneficial for prevailing human health hazards in such industrially populated regions.","internal_url":"https://www.academia.edu/101334304/The_Study_of_Heavy_Metal_Contamination_in_Industrial_Soils_of_Aurangabad_Using_GIS_Techniques","translated_internal_url":"","created_at":"2023-05-06T06:06:47.280-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":191972391,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":39833847,"work_id":101334304,"tagging_user_id":191972391,"tagged_user_id":135466124,"co_author_invite_id":null,"email":"k***i@gmail.com","display_order":1,"name":"VISHRANTI KADAM","title":"The Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques"},{"id":39833848,"work_id":101334304,"tagging_user_id":191972391,"tagged_user_id":125133047,"co_author_invite_id":null,"email":"d***r@gmail.com","display_order":2,"name":"Ashok Tejankar","title":"The Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques"}],"downloadable_attachments":[{"id":104626673,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/104626673/thumbnails/1.jpg","file_name":"kadam_et_al.pdf","download_url":"https://www.academia.edu/attachments/104626673/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"The_Study_of_Heavy_Metal_Contamination_i.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/104626673/kadam_et_al-libre.pdf?1690732049=\u0026response-content-disposition=attachment%3B+filename%3DThe_Study_of_Heavy_Metal_Contamination_i.pdf\u0026Expires=1733267477\u0026Signature=guiDyb6PQJraVQRMSEN8I6vmAZPuxUHHYTGD8VX02zSFaiWiBG~~~oKWO4Rr9~e5CBKjbPi8aY-QJBqAlUOlHrS7ExX6izLtDipKYvJJYPy4p6IziSYYR~W3wsxO3xPk4nfQyhJJBK3qxC9S9uB3Jo4JnKYUnUPd7XSPR0mzYmNiD~Uwr51lU2WYGUD2SXUbE289fSzddwGlrnE9LQG9iAA6TFfoX-XCqog3RF0qNIxmDX-fpZ9anjN7JIQKPXii0260JF-gROJ1sCdQ3GZ5xV2K3Jc0p5qN2fSgvo1xFf7i6s9RSpi7bc-IzswXwO1z2G-WI05kFwFjy5D4IBQAnA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"The_Study_of_Heavy_Metal_Contamination_in_Industrial_Soils_of_Aurangabad_Using_GIS_Techniques","translated_slug":"","page_count":9,"language":"en","content_type":"Work","owner":{"id":191972391,"first_name":"Dr. Sandip","middle_initials":"K .","last_name":"Sirsat","page_name":"SandipSirsat1","domain_name":"independent","created_at":"2021-05-02T23:52:52.556-07:00","display_name":"Dr. Sandip K . 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We have evaluated the morphometric characteristics based on Survey of India toposheets at 1:50,000 scale, and SRTM DEM data with 90 m spatial resolutions. For this detailed study, SRTM based DEM, and GIS were used in the evaluation of linear, areal, drainage and relief aspects of morphometric parameters. The study area comprises a dendritic drainage pattern with a maximum five orders stream, and the mean bifurcation ratio (4.11) showed that the drainage pattern was not affected by structural control. The medium texture, low relief, and elongated shape of the watershed were found to be the main morphometric parameters. These results could be utilized in the restoration and conservation of natural resources in PG-4 watershed of the Painganga basin.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="e356fac8b8e3ae12740c6a790e02bc3a" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":101902028,"asset_id":101331394,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/101902028/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="101331394"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="101331394"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 101331394; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=101331394]").text(description); $(".js-view-count[data-work-id=101331394]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 101331394; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='101331394']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 101331394, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "e356fac8b8e3ae12740c6a790e02bc3a" } } $('.js-work-strip[data-work-id=101331394]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":101331394,"title":"Characterization of Hydrogeological Behaviour of PG-4 Watershed Through Morphometric Analysis of Painganga Basin, Buldhana, Maharashtra","translated_title":"","metadata":{"abstract":"In the present paper, an attempt has been made to study the quantitative geomorphological analysis of the PG-4 watershed of the Painganga basin in Buldhana, Maharashtra. 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="101331097"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/101331097/The_Study_of_Heavy_Metal_Contamination_in_Industrial_Soils_of_Aurangabad_Using_GIS_Techniques"><img alt="Research paper thumbnail of The Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques" class="work-thumbnail" src="https://attachments.academia-assets.com/101901830/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/101331097/The_Study_of_Heavy_Metal_Contamination_in_Industrial_Soils_of_Aurangabad_Using_GIS_Techniques">The Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques</a></div><div class="wp-workCard_item"><span>Journal of geomatics </span><span>, 2023</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The main objective of the present study is to assess the level of contamination, source identific...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. A total of 15 Soil samples were collected with a sampling density of 3-5 composite soil samples from 0-10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1, unpolluted to moderately polluted except Cd values. Most of the measured heavy metals showed the highest availability in top soils collected from around the steel and metal industries of the Waluj MIDC area. Also, based on the outcomes of the health risk assessment, particular attention should be paid to Ni, Pb, Cd, Zn, Cr and Cu in the industrial soils of Aurangabad. This study is socially beneficial for prevailing human health hazards in such industrially populated regions.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="811efacd9b87fa29fe23263e55b97a83" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":101901830,"asset_id":101331097,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/101901830/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="101331097"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="101331097"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 101331097; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=101331097]").text(description); $(".js-view-count[data-work-id=101331097]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 101331097; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='101331097']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 101331097, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "811efacd9b87fa29fe23263e55b97a83" } } $('.js-work-strip[data-work-id=101331097]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":101331097,"title":"The Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques","translated_title":"","metadata":{"abstract":"The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. 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A total of 15 Soil samples were collected with a sampling density of 3-5 composite soil samples from 0-10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1, unpolluted to moderately polluted except Cd values. Most of the measured heavy metals showed the highest availability in top soils collected from around the steel and metal industries of the Waluj MIDC area. Also, based on the outcomes of the health risk assessment, particular attention should be paid to Ni, Pb, Cd, Zn, Cr and Cu in the industrial soils of Aurangabad. 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Soil Pollution</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82960787"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82960787"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82960787; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=82960787]").text(description); $(".js-view-count[data-work-id=82960787]").attr('title', description).tooltip(); 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="67803193"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/67803193/Morphometric_Hypsometric_and_Hydrogeomorphic_Investigation_in_the_Region_of_Painganga_River_Basin_in_Buldhana_District_Maharashtra_India_Using_Remote_Sensing_and_GIS_Techniques"><img alt="Research paper thumbnail of Morphometric, Hypsometric and Hydrogeomorphic Investigation in the Region of Painganga River Basin in Buldhana District, Maharashtra, India, Using Remote Sensing & GIS Techniques" class="work-thumbnail" src="https://attachments.academia-assets.com/78500646/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/67803193/Morphometric_Hypsometric_and_Hydrogeomorphic_Investigation_in_the_Region_of_Painganga_River_Basin_in_Buldhana_District_Maharashtra_India_Using_Remote_Sensing_and_GIS_Techniques">Morphometric, Hypsometric and Hydrogeomorphic Investigation in the Region of Painganga River Basin in Buldhana District, Maharashtra, India, Using Remote Sensing & GIS Techniques</a></div><div class="wp-workCard_item wp-workCard--coauthors"><span>by </span><span><a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/SandipSirsat1">Dr. Sandip K . Sirsat</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/VISHRANTIKADAM">VISHRANTI KADAM</a></span></div><div class="wp-workCard_item"><span>Journal of Geomatics</span><span>, 2021</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">We present a hydro-geomorphological study to demarcate the groundwater potential zones in the wat...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">We present a hydro-geomorphological study to demarcate the groundwater potential zones in the water scarcity prone Painganga river basin, which is a sub-basin of Godavari River and located in the Buldhana district of Maharashtra, India. In this, we measured the linear, aerial and relief aspects of this drainage basin along with the slope contribution. Furthermore, a geographic information system (GIS) technique has been utilized to measure the order and length of the streams of the Painganga River. We find that the hydrogeological condition in the studied area is largely controlled by topographic features such as rivers, slopes and hills. The river basin has seven orders with a dendritic and sub dendritic type of drainage pattern without any structural or tectonic control. The drainage pattern is dominated by the first order streams and there is a decreasing trend in stream frequency and order with an increase in the stream order. The basin has an intermediate textural ration (7.549) with a nearly elongated shape. The pervasive nature of the relatively weathering resistant Deccan basalt in the basin pushed the ruggedness number to a minimum level (1.172). Digital elevation model and relief ratio of Painganga River basin suggests a moderate relief. The hypsometric integral value of the basin is in equilibrium stage and river appears to be in a mature phase of development.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="1c7c26e12dc34c012d28cb3a842fa34e" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":78500646,"asset_id":67803193,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/78500646/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="67803193"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="67803193"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 67803193; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=67803193]").text(description); $(".js-view-count[data-work-id=67803193]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 67803193; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='67803193']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 67803193, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "1c7c26e12dc34c012d28cb3a842fa34e" } } $('.js-work-strip[data-work-id=67803193]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":67803193,"title":"Morphometric, Hypsometric and Hydrogeomorphic Investigation in the Region of Painganga River Basin in Buldhana District, Maharashtra, India, Using Remote Sensing \u0026 GIS Techniques","translated_title":"","metadata":{"abstract":"We present a hydro-geomorphological study to demarcate the groundwater potential zones in the water scarcity prone Painganga river basin, which is a sub-basin of Godavari River and located in the Buldhana district of Maharashtra, India. 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We find that the hydrogeological condition in the studied area is largely controlled by topographic features such as rivers, slopes and hills. The river basin has seven orders with a dendritic and sub dendritic type of drainage pattern without any structural or tectonic control. The drainage pattern is dominated by the first order streams and there is a decreasing trend in stream frequency and order with an increase in the stream order. The basin has an intermediate textural ration (7.549) with a nearly elongated shape. The pervasive nature of the relatively weathering resistant Deccan basalt in the basin pushed the ruggedness number to a minimum level (1.172). Digital elevation model and relief ratio of Painganga River basin suggests a moderate relief. The hypsometric integral value of the basin is in equilibrium stage and river appears to be in a mature phase of development.","internal_url":"https://www.academia.edu/67803193/Morphometric_Hypsometric_and_Hydrogeomorphic_Investigation_in_the_Region_of_Painganga_River_Basin_in_Buldhana_District_Maharashtra_India_Using_Remote_Sensing_and_GIS_Techniques","translated_internal_url":"","created_at":"2022-01-11T02:49:50.245-08:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":191972391,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":37452959,"work_id":67803193,"tagging_user_id":191972391,"tagged_user_id":53127938,"co_author_invite_id":null,"email":"d***8@gmail.com","display_order":1,"name":"Mohan Sonar","title":"Morphometric, Hypsometric and Hydrogeomorphic Investigation in the Region of Painganga River Basin in Buldhana District, Maharashtra, India, Using Remote Sensing \u0026 GIS Techniques"},{"id":37452960,"work_id":67803193,"tagging_user_id":191972391,"tagged_user_id":135466124,"co_author_invite_id":null,"email":"k***i@gmail.com","display_order":3,"name":"VISHRANTI KADAM","title":"Morphometric, Hypsometric and Hydrogeomorphic Investigation in the Region of Painganga River Basin in Buldhana District, Maharashtra, India, Using Remote Sensing \u0026 GIS Techniques"},{"id":37452961,"work_id":67803193,"tagging_user_id":191972391,"tagged_user_id":2251031,"co_author_invite_id":null,"email":"r***r@gmail.com","affiliation":"University of Mumbai","display_order":4,"name":"Rushikesh Golekar","title":"Morphometric, Hypsometric and Hydrogeomorphic Investigation in the Region of Painganga River Basin in Buldhana District, Maharashtra, India, Using Remote Sensing \u0026 GIS Techniques"}],"downloadable_attachments":[{"id":78500646,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/78500646/thumbnails/1.jpg","file_name":"Published_Paper.pdf","download_url":"https://www.academia.edu/attachments/78500646/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Morphometric_Hypsometric_and_Hydrogeomor.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/78500646/Published_Paper-libre.pdf?1641898517=\u0026response-content-disposition=attachment%3B+filename%3DMorphometric_Hypsometric_and_Hydrogeomor.pdf\u0026Expires=1733267477\u0026Signature=buPGkp-Z8Z6r7ppm5~oXro18zspr-h3uDmeVxEPBkgEEtzLRbb3L~VJyspI6aglsFDRt5Tk84fLk-QObkqDHPT-zEmcw1LqleZvmLjNnIngkyBQCzfJltuEQcuYs5yl3wn84tZpdkPpCcpbccqB32lk~3RJ-25y0RdRVRfi4kFVLIMFR7qIK8vAH3jZLAeXQcaO13GNAYPDqQ2eya-o4BlPTl~nzgflmrwTWNuFNtV3cvbjT3qOaIF8N96RYEUPW8IL3fyCHU8FJX7k6fLVkeMrMWrJv7XGSwsk6F8UGNj4skcWKlH3SKaqyWdJNC85JJI8OeYWX7pnUOqd-WKAyvw__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Morphometric_Hypsometric_and_Hydrogeomorphic_Investigation_in_the_Region_of_Painganga_River_Basin_in_Buldhana_District_Maharashtra_India_Using_Remote_Sensing_and_GIS_Techniques","translated_slug":"","page_count":15,"language":"en","content_type":"Work","owner":{"id":191972391,"first_name":"Dr. Sandip","middle_initials":"K .","last_name":"Sirsat","page_name":"SandipSirsat1","domain_name":"independent","created_at":"2021-05-02T23:52:52.556-07:00","display_name":"Dr. Sandip K . Sirsat","url":"https://independent.academia.edu/SandipSirsat1"},"attachments":[{"id":78500646,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/78500646/thumbnails/1.jpg","file_name":"Published_Paper.pdf","download_url":"https://www.academia.edu/attachments/78500646/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Morphometric_Hypsometric_and_Hydrogeomor.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/78500646/Published_Paper-libre.pdf?1641898517=\u0026response-content-disposition=attachment%3B+filename%3DMorphometric_Hypsometric_and_Hydrogeomor.pdf\u0026Expires=1733267477\u0026Signature=buPGkp-Z8Z6r7ppm5~oXro18zspr-h3uDmeVxEPBkgEEtzLRbb3L~VJyspI6aglsFDRt5Tk84fLk-QObkqDHPT-zEmcw1LqleZvmLjNnIngkyBQCzfJltuEQcuYs5yl3wn84tZpdkPpCcpbccqB32lk~3RJ-25y0RdRVRfi4kFVLIMFR7qIK8vAH3jZLAeXQcaO13GNAYPDqQ2eya-o4BlPTl~nzgflmrwTWNuFNtV3cvbjT3qOaIF8N96RYEUPW8IL3fyCHU8FJX7k6fLVkeMrMWrJv7XGSwsk6F8UGNj4skcWKlH3SKaqyWdJNC85JJI8OeYWX7pnUOqd-WKAyvw__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":408,"name":"Geomorphology","url":"https://www.academia.edu/Documents/in/Geomorphology"},{"id":19536,"name":"Morphometry","url":"https://www.academia.edu/Documents/in/Morphometry"},{"id":145366,"name":"Hypsometry","url":"https://www.academia.edu/Documents/in/Hypsometry"},{"id":1009312,"name":"Geographic Information Systems (GIS)","url":"https://www.academia.edu/Documents/in/Geographic_Information_Systems_GIS_"}],"urls":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="profile--tab_heading_container js-section-heading" data-section="Books" id="Books"><h3 class="profile--tab_heading_container">Books by VISHRANTI KADAM</h3></div><div class="js-work-strip profile--work_container" data-work-id="108871817"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108871817/Hydrogeomorphic_Investigation_to_Select_the_Suitable_Locations_for_Water_Conservation_Structures_in_PG_4_Watershed_of_Painganga_River_Basin_of_the_Buldhana_District_Maharashtra_India"><img alt="Research paper thumbnail of Hydrogeomorphic Investigation to Select the Suitable Locations for Water Conservation Structures in PG-4 Watershed of Painganga River Basin of the Buldhana District, Maharashtra, India" class="work-thumbnail" src="https://attachments.academia-assets.com/107148503/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108871817/Hydrogeomorphic_Investigation_to_Select_the_Suitable_Locations_for_Water_Conservation_Structures_in_PG_4_Watershed_of_Painganga_River_Basin_of_the_Buldhana_District_Maharashtra_India">Hydrogeomorphic Investigation to Select the Suitable Locations for Water Conservation Structures in PG-4 Watershed of Painganga River Basin of the Buldhana District, Maharashtra, India</a></div><div class="wp-workCard_item wp-workCard--coauthors"><span>by </span><span><a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/SandipSirsat1">Dr. Sandip K . Sirsat</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/VISHRANTIKADAM">VISHRANTI KADAM</a></span></div><div class="wp-workCard_item"><span>Springer Nature Singapore Pte Ltd. 2023</span><span>, 2023</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This study presents our remote sensing technique data on PG-4 watershed of the Painganga River of...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">This study presents our remote sensing technique data on PG-4 watershed of the Painganga River of Buldhana district, Maharashtra, India, in order to delineate the hydrogeomorphic unit. Our analysis suggests that the groundwater potential of the hydrogeomorphological units including plateau moderately dissected, plateau slightly dissected, plateau weathered, and plateau weathered shallow are found to be in a good to moderate state, whereas two other units including Plateau un-dissected and Escarpment slope exhibit poor to moderate groundwater potential. The maximum area of the studied watershed exhibits low drainage (0 to 2.31 km), which is good for the percolation and recharge of the groundwater. The studied area also shows the lowest slope value (0-1.68), so that it can be considered for the construction of water conservation structures including those to support the groundwater resources. In the PG-4 watershed, ~75% area is nearly flat and hence it is good for the construction of the groundwater recharge structures. These water conservation structures are also suitable for the proper management of soil and surface water resources. We have recommended 78 locations for the artificial structures in the PG-4 watershed, out of them 38 locations are suitable for nala plugging, 28 for percolation tanks, and 12 for check dams.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="1bbbebd0e284b2b35358e42f661a823b" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":107148503,"asset_id":108871817,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/107148503/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108871817"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108871817"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108871817; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108871817]").text(description); $(".js-view-count[data-work-id=108871817]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108871817; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108871817']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108871817, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "1bbbebd0e284b2b35358e42f661a823b" } } $('.js-work-strip[data-work-id=108871817]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108871817,"title":"Hydrogeomorphic Investigation to Select the Suitable Locations for Water Conservation Structures in PG-4 Watershed of Painganga River Basin of the Buldhana District, Maharashtra, India","translated_title":"","metadata":{"doi":"10.1007/978-981-99-5479-7_6","abstract":"This study presents our remote sensing technique data on PG-4 watershed of the Painganga River of Buldhana district, Maharashtra, India, in order to delineate the hydrogeomorphic unit. Our analysis suggests that the groundwater potential of the hydrogeomorphological units including plateau moderately dissected, plateau slightly dissected, plateau weathered, and plateau weathered shallow are found to be in a good to moderate state, whereas two other units including Plateau un-dissected and Escarpment slope exhibit poor to moderate groundwater potential. The maximum area of the studied watershed exhibits low drainage (0 to 2.31 km), which is good for the percolation and recharge of the groundwater. The studied area also shows the lowest slope value (0-1.68), so that it can be considered for the construction of water conservation structures including those to support the groundwater resources. In the PG-4 watershed, ~75% area is nearly flat and hence it is good for the construction of the groundwater recharge structures. These water conservation structures are also suitable for the proper management of soil and surface water resources. 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The maximum area of the studied watershed exhibits low drainage (0 to 2.31 km), which is good for the percolation and recharge of the groundwater. The studied area also shows the lowest slope value (0-1.68), so that it can be considered for the construction of water conservation structures including those to support the groundwater resources. In the PG-4 watershed, ~75% area is nearly flat and hence it is good for the construction of the groundwater recharge structures. These water conservation structures are also suitable for the proper management of soil and surface water resources. We have recommended 78 locations for the artificial structures in the PG-4 watershed, out of them 38 locations are suitable for nala plugging, 28 for percolation tanks, and 12 for check dams.","internal_url":"https://www.academia.edu/108871817/Hydrogeomorphic_Investigation_to_Select_the_Suitable_Locations_for_Water_Conservation_Structures_in_PG_4_Watershed_of_Painganga_River_Basin_of_the_Buldhana_District_Maharashtra_India","translated_internal_url":"","created_at":"2023-11-04T10:28:18.603-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":191972391,"coauthors_can_edit":true,"document_type":"book","co_author_tags":[{"id":40506556,"work_id":108871817,"tagging_user_id":191972391,"tagged_user_id":53127938,"co_author_invite_id":null,"email":"d***8@gmail.com","display_order":1,"name":"Mohan Sonar","title":"Hydrogeomorphic Investigation to Select the Suitable Locations for Water Conservation Structures in PG-4 Watershed of Painganga River Basin of the Buldhana District, Maharashtra, India"},{"id":40506557,"work_id":108871817,"tagging_user_id":191972391,"tagged_user_id":135466124,"co_author_invite_id":null,"email":"k***i@gmail.com","display_order":2,"name":"VISHRANTI KADAM","title":"Hydrogeomorphic Investigation to Select the Suitable Locations for Water Conservation Structures in PG-4 Watershed of Painganga River Basin of the Buldhana District, Maharashtra, India"}],"downloadable_attachments":[{"id":107148503,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/107148503/thumbnails/1.jpg","file_name":"Chapter6.pdf","download_url":"https://www.academia.edu/attachments/107148503/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Hydrogeomorphic_Investigation_to_Select.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/107148503/Chapter6.pdf?1699118890=\u0026response-content-disposition=attachment%3B+filename%3DHydrogeomorphic_Investigation_to_Select.pdf\u0026Expires=1733267477\u0026Signature=NtfovyI3LpQXO3S4ky9eMjdvVJPeibxE4fDA6yl9PiOq8131H3GfCfs-BVTX9VLaZsbdiWcUeZlGiH4NzcWtlBdxflTVynsU~HMOjb0UC1IH4E7sI39sZoT79boxaq7~nuRn3V12-zhbq~LF2Z5FkgL-jrrvwX3uP93VZ1l4WPlU4DzKLbp97p2ctj8~ZUuV1nvNl8vRXfrA2bhLvu-ZNql8bieRNkAbZxqRDrlQZJ0oWy4liQbILWPESQbgb~7oxTbTFuNdZnjwokRXKP7fGsITzlrWv3PIzvC7MS5bxt5rBP9qRKNPfOYKnU6L65~L-P0zO-MvOkfrwd~4N-3GPQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Hydrogeomorphic_Investigation_to_Select_the_Suitable_Locations_for_Water_Conservation_Structures_in_PG_4_Watershed_of_Painganga_River_Basin_of_the_Buldhana_District_Maharashtra_India","translated_slug":"","page_count":15,"language":"en","content_type":"Work","owner":{"id":191972391,"first_name":"Dr. Sandip","middle_initials":"K .","last_name":"Sirsat","page_name":"SandipSirsat1","domain_name":"independent","created_at":"2021-05-02T23:52:52.556-07:00","display_name":"Dr. Sandip K . 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A total of 15 Soil samples were collected with a sampling density of 3–5 composite soil samples from 0–10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1,...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="87fbfb33366af049842f2c2345422345" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":104629350,"asset_id":102096419,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/104629350/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="102096419"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="102096419"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 102096419; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=102096419]").text(description); $(".js-view-count[data-work-id=102096419]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 102096419; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='102096419']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 102096419, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "87fbfb33366af049842f2c2345422345" } } $('.js-work-strip[data-work-id=102096419]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":102096419,"title":"Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques","translated_title":"","metadata":{"doi":"10.58825/jog.2023.17.1.73","issue":"1","volume":"17","abstract":"The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. A total of 15 Soil samples were collected with a sampling density of 3–5 composite soil samples from 0–10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1,...","publisher":"Indian Society of Geomatics (ISG)","page_numbers":"53-61","publication_date":{"day":null,"month":null,"year":2023,"errors":{}},"publication_name":"Journal of Geomatics"},"translated_abstract":"The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. A total of 15 Soil samples were collected with a sampling density of 3–5 composite soil samples from 0–10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1,...","internal_url":"https://www.academia.edu/102096419/Study_of_Heavy_Metal_Contamination_in_Industrial_Soils_of_Aurangabad_Using_GIS_Techniques","translated_internal_url":"","created_at":"2023-05-20T20:10:15.583-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":135466124,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":39901223,"work_id":102096419,"tagging_user_id":135466124,"tagged_user_id":191972391,"co_author_invite_id":null,"email":"s***t@gmail.com","display_order":0,"name":"Dr. Sandip K . 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="76114793"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/76114793/Characterization_of_Hydrogeological_Behaviour_of_PG_4_Watershed_Through_Morphometric_Analysis_of_Painganga_Basin_Buldhana_Maharashtra"><img alt="Research paper thumbnail of Characterization of Hydrogeological Behaviour of PG-4 Watershed Through Morphometric Analysis of Painganga Basin, Buldhana, Maharashtra" class="work-thumbnail" src="https://attachments.academia-assets.com/83787790/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/76114793/Characterization_of_Hydrogeological_Behaviour_of_PG_4_Watershed_Through_Morphometric_Analysis_of_Painganga_Basin_Buldhana_Maharashtra">Characterization of Hydrogeological Behaviour of PG-4 Watershed Through Morphometric Analysis of Painganga Basin, Buldhana, Maharashtra</a></div><div class="wp-workCard_item wp-workCard--coauthors"><span>by </span><span><a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/SandipSirsat1">Dr. Sandip K . Sirsat</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/VISHRANTIKADAM">VISHRANTI KADAM</a></span></div><div class="wp-workCard_item"><span>Journal of Indian Water Work Association </span><span>, 2022</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">In the present paper, an attempt has been made to study the quantitative geomorphological analysi...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">In the present paper, an attempt has been made to study the quantitative geomorphological analysis of the PG-4 watershed of the Painganga basin in Buldhana, Maharashtra. We have evaluated the morphometric characteristics based on Survey of India toposheets at 1:50,000 scale, and SRTM DEM data with 90 m spatial resolutions. For this detailed study, SRTM based DEM, and GIS were used in the evaluation of linear, areal, drainage and relief aspects of morphometric parameters. The study area comprises a dendritic drainage pattern with a maximum five orders stream, and the mean bifurcation ratio (4.11) showed that the drainage pattern was not affected by structural control. The medium texture, low relief, and elongated shape of the watershed were found to be the main morphometric parameters. These results could be utilized in the restoration and conservation of natural resources in PG-4 watershed of the Painganga basin.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="8db98f909168cea7b592898ad6c2c8b3" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":83787790,"asset_id":76114793,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/83787790/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="76114793"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="76114793"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 76114793; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=76114793]").text(description); $(".js-view-count[data-work-id=76114793]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 76114793; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='76114793']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 76114793, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "8db98f909168cea7b592898ad6c2c8b3" } } $('.js-work-strip[data-work-id=76114793]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":76114793,"title":"Characterization of Hydrogeological Behaviour of PG-4 Watershed Through Morphometric Analysis of Painganga Basin, Buldhana, Maharashtra","translated_title":"","metadata":{"abstract":"In the present paper, an attempt has been made to study the quantitative geomorphological analysis of the PG-4 watershed of the Painganga basin in Buldhana, Maharashtra. 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These results could be utilized in the restoration and conservation of natural resources in PG-4 watershed of the Painganga basin.","publication_date":{"day":null,"month":null,"year":2022,"errors":{}},"publication_name":"Journal of Indian Water Work Association "},"translated_abstract":"In the present paper, an attempt has been made to study the quantitative geomorphological analysis of the PG-4 watershed of the Painganga basin in Buldhana, Maharashtra. We have evaluated the morphometric characteristics based on Survey of India toposheets at 1:50,000 scale, and SRTM DEM data with 90 m spatial resolutions. For this detailed study, SRTM based DEM, and GIS were used in the evaluation of linear, areal, drainage and relief aspects of morphometric parameters. The study area comprises a dendritic drainage pattern with a maximum five orders stream, and the mean bifurcation ratio (4.11) showed that the drainage pattern was not affected by structural control. The medium texture, low relief, and elongated shape of the watershed were found to be the main morphometric parameters. 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Sirsat</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/VISHRANTIKADAM">VISHRANTI KADAM</a></span></div><div class="wp-workCard_item"><span>Water, Air & Soil Pollution </span><span>, 2022</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This study is close to an earlier urban soil survey carried out for a rapidly growing city...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">This study is close to an earlier urban soil survey  carried  out  for  a  rapidly  growing  city  with  a high traffic density in Aurangabad city, India. Consequently, it aims to use the environmental magnetism approach to assess roadside emissions at a known polluted site. Magnetic measurements have been successfully implemented in soil studies and seem to be a suitable approach for pollution assessment in industrial and roadside areas of the study area. The present study was accomplished for magnetic susceptibility, isothermal remanent magnetization, coercivity, hysteresis measurements, thermomagnetic curves, scanning electron microscopy, and energy-dispersive spectroscopy analysis to evaluate the absolute fraction of magnetic minerals in bulk soil samples. The soils  displayed  variation  in  magnetic  susceptibility values, which was influenced by concentration, domain states, and morphological characteristics of magnetic minerals. Substantial variation in the mineralogical composition of soils deriving from different industrial activities was noticed. The results indicate that industrial and roadside soil samples with mostly coarser and irregular-shaped show ferrimagnetic minerals. The presence of iron-titanium combination in most of the samples is due to titanomagnetite accompanying the titanium-bearing grains. In soils, a higher amount of ferrimagnetic minerals (magnetite, titanomagnetite, maghemite) with a minor content of antiferromagnetic minerals (hematite/goethite) was noticed. These studies reveal that magnetic and morphological characterization of soils can be used as an appropriate tracer for industrial and roadside soil pollution, which leads to new avenues for more detailed chemical mapping.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="7a51fc2ab805e85cda1e19a52940260e" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":89298505,"asset_id":84188380,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/89298505/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="84188380"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="84188380"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 84188380; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=84188380]").text(description); $(".js-view-count[data-work-id=84188380]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 84188380; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='84188380']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 84188380, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "7a51fc2ab805e85cda1e19a52940260e" } } $('.js-work-strip[data-work-id=84188380]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":84188380,"title":"Magnetic Properties of Urban Topsoil from Aurangabad (India)-Implications to Industrial Pollution and Road Traffic","translated_title":"","metadata":{"doi":"10.1007/s11270-022-05710-w","abstract":"This study is close to an earlier urban soil survey carried out for a rapidly growing city with a high traffic density in Aurangabad city, India. 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Consequently, it aims to use the environmental magnetism approach to assess roadside emissions at a known polluted site. Magnetic measurements have been successfully implemented in soil studies and seem to be a suitable approach for pollution assessment in industrial and roadside areas of the study area. The present study was accomplished for magnetic susceptibility, isothermal remanent magnetization, coercivity, hysteresis measurements, thermomagnetic curves, scanning electron microscopy, and energy-dispersive spectroscopy analysis to evaluate the absolute fraction of magnetic minerals in bulk soil samples. The soils displayed variation in magnetic susceptibility values, which was influenced by concentration, domain states, and morphological characteristics of magnetic minerals. Substantial variation in the mineralogical composition of soils deriving from different industrial activities was noticed. The results indicate that industrial and roadside soil samples with mostly coarser and irregular-shaped show ferrimagnetic minerals. The presence of iron-titanium combination in most of the samples is due to titanomagnetite accompanying the titanium-bearing grains. In soils, a higher amount of ferrimagnetic minerals (magnetite, titanomagnetite, maghemite) with a minor content of antiferromagnetic minerals (hematite/goethite) was noticed. These studies reveal that magnetic and morphological characterization of soils can be used as an appropriate tracer for industrial and roadside soil pollution, which leads to new avenues for more detailed chemical mapping.","internal_url":"https://www.academia.edu/84188380/Magnetic_Properties_of_Urban_Topsoil_from_Aurangabad_India_Implications_to_Industrial_Pollution_and_Road_Traffic","translated_internal_url":"","created_at":"2022-08-05T08:51:53.032-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":191972391,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":38629700,"work_id":84188380,"tagging_user_id":191972391,"tagged_user_id":135466124,"co_author_invite_id":null,"email":"k***i@gmail.com","display_order":1,"name":"VISHRANTI KADAM","title":"Magnetic Properties of Urban Topsoil from Aurangabad (India)-Implications to Industrial Pollution and Road Traffic"},{"id":38629701,"work_id":84188380,"tagging_user_id":191972391,"tagged_user_id":125133047,"co_author_invite_id":null,"email":"d***r@gmail.com","display_order":2,"name":"Ashok Tejankar","title":"Magnetic Properties of Urban Topsoil from Aurangabad (India)-Implications to Industrial Pollution and Road Traffic"}],"downloadable_attachments":[{"id":89298505,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/89298505/thumbnails/1.jpg","file_name":"67b016ed_8f97_4400_8d46_f9fb932bf2b2_1.pdf","download_url":"https://www.academia.edu/attachments/89298505/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Magnetic_Properties_of_Urban_Topsoil_fro.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/89298505/67b016ed_8f97_4400_8d46_f9fb932bf2b2_1-libre.pdf?1659716519=\u0026response-content-disposition=attachment%3B+filename%3DMagnetic_Properties_of_Urban_Topsoil_fro.pdf\u0026Expires=1733267477\u0026Signature=WeOVG7aALIl906FaQup8hR2UydTqRCnK57qwUJoCJz7BcFzcfdzXk2447CMcoBQF-6zNBW72RI3PHXKtG4xpk0MVEwoKdM5hMx~-AeLU6X01H51ajCei1jHo2QeOIUum1YkTmmLGmNwydWUbgkSLdS5FEHiO6oBnSWeK7~AaY8~LxMtvkZTvABtLwY8E~YufVQ0kV56~WAjBk5HXw5Nf~j-~aQMFTK76Q888Gb6Gj6I48X-LPPp1wY5okx5T6B6bXDd3kgxmGcZ02-68aktQ7uaAIiOsLLmOWOlyT3peplJyjsOCNGp05TUN0QpNb8hGMsWR-1ga3Kz98QJUhaxomw__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Magnetic_Properties_of_Urban_Topsoil_from_Aurangabad_India_Implications_to_Industrial_Pollution_and_Road_Traffic","translated_slug":"","page_count":18,"language":"en","content_type":"Work","owner":{"id":191972391,"first_name":"Dr. Sandip","middle_initials":"K .","last_name":"Sirsat","page_name":"SandipSirsat1","domain_name":"independent","created_at":"2021-05-02T23:52:52.556-07:00","display_name":"Dr. Sandip K . 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Sirsat</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/VISHRANTIKADAM">VISHRANTI KADAM</a></span></div><div class="wp-workCard_item"><span>Journal of Geomatics </span><span>, 2023</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The main objective of the present study is to assess the level of contamination, source identific...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. A total of 15 Soil samples were collected with a sampling density of 3-5 composite soil samples from 0-10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1, unpolluted to moderately polluted except Cd values. Most of the measured heavy metals showed the highest availability in top soils collected from around the steel and metal industries of the Waluj MIDC area. Also, based on the outcomes of the health risk assessment, particular attention should be paid to Ni, Pb, Cd, Zn, Cr and Cu in the industrial soils of Aurangabad. This study is socially beneficial for prevailing human health hazards in such industrially populated regions.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="c77cc549e6ea8be6e5262f6ba687ae03" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":104626673,"asset_id":101334304,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/104626673/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="101334304"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="101334304"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 101334304; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=101334304]").text(description); $(".js-view-count[data-work-id=101334304]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 101334304; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='101334304']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 101334304, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "c77cc549e6ea8be6e5262f6ba687ae03" } } $('.js-work-strip[data-work-id=101334304]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":101334304,"title":"The Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques","translated_title":"","metadata":{"doi":"10.58825/jog.2023.17.1.73","issue":"1","volume":"17","abstract":"The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. A total of 15 Soil samples were collected with a sampling density of 3-5 composite soil samples from 0-10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1, unpolluted to moderately polluted except Cd values. Most of the measured heavy metals showed the highest availability in top soils collected from around the steel and metal industries of the Waluj MIDC area. Also, based on the outcomes of the health risk assessment, particular attention should be paid to Ni, Pb, Cd, Zn, Cr and Cu in the industrial soils of Aurangabad. This study is socially beneficial for prevailing human health hazards in such industrially populated regions.","page_numbers":"53-61","publication_date":{"day":null,"month":null,"year":2023,"errors":{}},"publication_name":"Journal of Geomatics "},"translated_abstract":"The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. A total of 15 Soil samples were collected with a sampling density of 3-5 composite soil samples from 0-10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1, unpolluted to moderately polluted except Cd values. Most of the measured heavy metals showed the highest availability in top soils collected from around the steel and metal industries of the Waluj MIDC area. Also, based on the outcomes of the health risk assessment, particular attention should be paid to Ni, Pb, Cd, Zn, Cr and Cu in the industrial soils of Aurangabad. This study is socially beneficial for prevailing human health hazards in such industrially populated regions.","internal_url":"https://www.academia.edu/101334304/The_Study_of_Heavy_Metal_Contamination_in_Industrial_Soils_of_Aurangabad_Using_GIS_Techniques","translated_internal_url":"","created_at":"2023-05-06T06:06:47.280-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":191972391,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":39833847,"work_id":101334304,"tagging_user_id":191972391,"tagged_user_id":135466124,"co_author_invite_id":null,"email":"k***i@gmail.com","display_order":1,"name":"VISHRANTI KADAM","title":"The Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques"},{"id":39833848,"work_id":101334304,"tagging_user_id":191972391,"tagged_user_id":125133047,"co_author_invite_id":null,"email":"d***r@gmail.com","display_order":2,"name":"Ashok Tejankar","title":"The Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques"}],"downloadable_attachments":[{"id":104626673,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/104626673/thumbnails/1.jpg","file_name":"kadam_et_al.pdf","download_url":"https://www.academia.edu/attachments/104626673/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"The_Study_of_Heavy_Metal_Contamination_i.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/104626673/kadam_et_al-libre.pdf?1690732049=\u0026response-content-disposition=attachment%3B+filename%3DThe_Study_of_Heavy_Metal_Contamination_i.pdf\u0026Expires=1733267477\u0026Signature=guiDyb6PQJraVQRMSEN8I6vmAZPuxUHHYTGD8VX02zSFaiWiBG~~~oKWO4Rr9~e5CBKjbPi8aY-QJBqAlUOlHrS7ExX6izLtDipKYvJJYPy4p6IziSYYR~W3wsxO3xPk4nfQyhJJBK3qxC9S9uB3Jo4JnKYUnUPd7XSPR0mzYmNiD~Uwr51lU2WYGUD2SXUbE289fSzddwGlrnE9LQG9iAA6TFfoX-XCqog3RF0qNIxmDX-fpZ9anjN7JIQKPXii0260JF-gROJ1sCdQ3GZ5xV2K3Jc0p5qN2fSgvo1xFf7i6s9RSpi7bc-IzswXwO1z2G-WI05kFwFjy5D4IBQAnA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"The_Study_of_Heavy_Metal_Contamination_in_Industrial_Soils_of_Aurangabad_Using_GIS_Techniques","translated_slug":"","page_count":9,"language":"en","content_type":"Work","owner":{"id":191972391,"first_name":"Dr. Sandip","middle_initials":"K .","last_name":"Sirsat","page_name":"SandipSirsat1","domain_name":"independent","created_at":"2021-05-02T23:52:52.556-07:00","display_name":"Dr. Sandip K . 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We have evaluated the morphometric characteristics based on Survey of India toposheets at 1:50,000 scale, and SRTM DEM data with 90 m spatial resolutions. For this detailed study, SRTM based DEM, and GIS were used in the evaluation of linear, areal, drainage and relief aspects of morphometric parameters. The study area comprises a dendritic drainage pattern with a maximum five orders stream, and the mean bifurcation ratio (4.11) showed that the drainage pattern was not affected by structural control. The medium texture, low relief, and elongated shape of the watershed were found to be the main morphometric parameters. These results could be utilized in the restoration and conservation of natural resources in PG-4 watershed of the Painganga basin.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="e356fac8b8e3ae12740c6a790e02bc3a" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":101902028,"asset_id":101331394,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/101902028/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="101331394"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="101331394"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 101331394; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=101331394]").text(description); $(".js-view-count[data-work-id=101331394]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 101331394; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='101331394']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 101331394, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "e356fac8b8e3ae12740c6a790e02bc3a" } } $('.js-work-strip[data-work-id=101331394]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":101331394,"title":"Characterization of Hydrogeological Behaviour of PG-4 Watershed Through Morphometric Analysis of Painganga Basin, Buldhana, Maharashtra","translated_title":"","metadata":{"abstract":"In the present paper, an attempt has been made to study the quantitative geomorphological analysis of the PG-4 watershed of the Painganga basin in Buldhana, Maharashtra. 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="101331097"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/101331097/The_Study_of_Heavy_Metal_Contamination_in_Industrial_Soils_of_Aurangabad_Using_GIS_Techniques"><img alt="Research paper thumbnail of The Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques" class="work-thumbnail" src="https://attachments.academia-assets.com/101901830/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/101331097/The_Study_of_Heavy_Metal_Contamination_in_Industrial_Soils_of_Aurangabad_Using_GIS_Techniques">The Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques</a></div><div class="wp-workCard_item"><span>Journal of geomatics </span><span>, 2023</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The main objective of the present study is to assess the level of contamination, source identific...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. A total of 15 Soil samples were collected with a sampling density of 3-5 composite soil samples from 0-10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1, unpolluted to moderately polluted except Cd values. Most of the measured heavy metals showed the highest availability in top soils collected from around the steel and metal industries of the Waluj MIDC area. Also, based on the outcomes of the health risk assessment, particular attention should be paid to Ni, Pb, Cd, Zn, Cr and Cu in the industrial soils of Aurangabad. This study is socially beneficial for prevailing human health hazards in such industrially populated regions.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="811efacd9b87fa29fe23263e55b97a83" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":101901830,"asset_id":101331097,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/101901830/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="101331097"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="101331097"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 101331097; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=101331097]").text(description); $(".js-view-count[data-work-id=101331097]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 101331097; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='101331097']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 101331097, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "811efacd9b87fa29fe23263e55b97a83" } } $('.js-work-strip[data-work-id=101331097]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":101331097,"title":"The Study of Heavy Metal Contamination in Industrial Soils of Aurangabad Using GIS Techniques","translated_title":"","metadata":{"abstract":"The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. 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Most of the measured heavy metals showed the highest availability in top soils collected from around the steel and metal industries of the Waluj MIDC area. Also, based on the outcomes of the health risk assessment, particular attention should be paid to Ni, Pb, Cd, Zn, Cr and Cu in the industrial soils of Aurangabad. This study is socially beneficial for prevailing human health hazards in such industrially populated regions.","publication_date":{"day":null,"month":null,"year":2023,"errors":{}},"publication_name":"Journal of geomatics "},"translated_abstract":"The main objective of the present study is to assess the level of contamination, source identification, and health risk assessment of heavy metals in the industrial soils of Aurangabad. A total of 15 Soil samples were collected with a sampling density of 3-5 composite soil samples from 0-10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1, unpolluted to moderately polluted except Cd values. Most of the measured heavy metals showed the highest availability in top soils collected from around the steel and metal industries of the Waluj MIDC area. Also, based on the outcomes of the health risk assessment, particular attention should be paid to Ni, Pb, Cd, Zn, Cr and Cu in the industrial soils of Aurangabad. 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A total of 15 Soil samples were collected with a sampling density of 3-5 composite soil samples from 0-10 cm surface soil, analyzed heavy metals (Ni, Pb, Cd, Zn, Cr, Mn, Fe, and Cu) using atomic absorption spectroscopy. The geographical information system (GIS) technology like Kriging and inverse distance weighted interpolation (IDW) was used for the preparation of spatial distribution maps. A significant spatial relationship was found for Ni, Cd, Zn, Pb, and Cu in the soils using a GIS-based analysis, suggesting that these metal contaminants in the industrial area had common sources. Assess the risks of contamination for heavy metals in the soil were assessed based on a geo-accumulation index (Igeo) and contamination factor (CF). According to the Igeo and CF, most of the samples vary between 0 to 1, unpolluted to moderately polluted except Cd values. Most of the measured heavy metals showed the highest availability in top soils collected from around the steel and metal industries of the Waluj MIDC area. Also, based on the outcomes of the health risk assessment, particular attention should be paid to Ni, Pb, Cd, Zn, Cr and Cu in the industrial soils of Aurangabad. 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Soil Pollution</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82960787"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82960787"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82960787; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=82960787]").text(description); $(".js-view-count[data-work-id=82960787]").attr('title', description).tooltip(); 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="67803193"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/67803193/Morphometric_Hypsometric_and_Hydrogeomorphic_Investigation_in_the_Region_of_Painganga_River_Basin_in_Buldhana_District_Maharashtra_India_Using_Remote_Sensing_and_GIS_Techniques"><img alt="Research paper thumbnail of Morphometric, Hypsometric and Hydrogeomorphic Investigation in the Region of Painganga River Basin in Buldhana District, Maharashtra, India, Using Remote Sensing & GIS Techniques" class="work-thumbnail" src="https://attachments.academia-assets.com/78500646/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/67803193/Morphometric_Hypsometric_and_Hydrogeomorphic_Investigation_in_the_Region_of_Painganga_River_Basin_in_Buldhana_District_Maharashtra_India_Using_Remote_Sensing_and_GIS_Techniques">Morphometric, Hypsometric and Hydrogeomorphic Investigation in the Region of Painganga River Basin in Buldhana District, Maharashtra, India, Using Remote Sensing & GIS Techniques</a></div><div class="wp-workCard_item wp-workCard--coauthors"><span>by </span><span><a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/SandipSirsat1">Dr. Sandip K . Sirsat</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/VISHRANTIKADAM">VISHRANTI KADAM</a></span></div><div class="wp-workCard_item"><span>Journal of Geomatics</span><span>, 2021</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">We present a hydro-geomorphological study to demarcate the groundwater potential zones in the wat...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">We present a hydro-geomorphological study to demarcate the groundwater potential zones in the water scarcity prone Painganga river basin, which is a sub-basin of Godavari River and located in the Buldhana district of Maharashtra, India. In this, we measured the linear, aerial and relief aspects of this drainage basin along with the slope contribution. Furthermore, a geographic information system (GIS) technique has been utilized to measure the order and length of the streams of the Painganga River. We find that the hydrogeological condition in the studied area is largely controlled by topographic features such as rivers, slopes and hills. The river basin has seven orders with a dendritic and sub dendritic type of drainage pattern without any structural or tectonic control. The drainage pattern is dominated by the first order streams and there is a decreasing trend in stream frequency and order with an increase in the stream order. The basin has an intermediate textural ration (7.549) with a nearly elongated shape. The pervasive nature of the relatively weathering resistant Deccan basalt in the basin pushed the ruggedness number to a minimum level (1.172). Digital elevation model and relief ratio of Painganga River basin suggests a moderate relief. The hypsometric integral value of the basin is in equilibrium stage and river appears to be in a mature phase of development.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="1c7c26e12dc34c012d28cb3a842fa34e" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":78500646,"asset_id":67803193,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/78500646/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="67803193"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="67803193"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 67803193; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=67803193]").text(description); $(".js-view-count[data-work-id=67803193]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 67803193; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='67803193']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 67803193, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "1c7c26e12dc34c012d28cb3a842fa34e" } } $('.js-work-strip[data-work-id=67803193]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":67803193,"title":"Morphometric, Hypsometric and Hydrogeomorphic Investigation in the Region of Painganga River Basin in Buldhana District, Maharashtra, India, Using Remote Sensing \u0026 GIS Techniques","translated_title":"","metadata":{"abstract":"We present a hydro-geomorphological study to demarcate the groundwater potential zones in the water scarcity prone Painganga river basin, which is a sub-basin of Godavari River and located in the Buldhana district of Maharashtra, India. 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We find that the hydrogeological condition in the studied area is largely controlled by topographic features such as rivers, slopes and hills. The river basin has seven orders with a dendritic and sub dendritic type of drainage pattern without any structural or tectonic control. The drainage pattern is dominated by the first order streams and there is a decreasing trend in stream frequency and order with an increase in the stream order. The basin has an intermediate textural ration (7.549) with a nearly elongated shape. The pervasive nature of the relatively weathering resistant Deccan basalt in the basin pushed the ruggedness number to a minimum level (1.172). Digital elevation model and relief ratio of Painganga River basin suggests a moderate relief. 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Sirsat</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/VISHRANTIKADAM">VISHRANTI KADAM</a></span></div><div class="wp-workCard_item"><span>Springer Nature Singapore Pte Ltd. 2023</span><span>, 2023</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This study presents our remote sensing technique data on PG-4 watershed of the Painganga River of...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">This study presents our remote sensing technique data on PG-4 watershed of the Painganga River of Buldhana district, Maharashtra, India, in order to delineate the hydrogeomorphic unit. Our analysis suggests that the groundwater potential of the hydrogeomorphological units including plateau moderately dissected, plateau slightly dissected, plateau weathered, and plateau weathered shallow are found to be in a good to moderate state, whereas two other units including Plateau un-dissected and Escarpment slope exhibit poor to moderate groundwater potential. The maximum area of the studied watershed exhibits low drainage (0 to 2.31 km), which is good for the percolation and recharge of the groundwater. The studied area also shows the lowest slope value (0-1.68), so that it can be considered for the construction of water conservation structures including those to support the groundwater resources. In the PG-4 watershed, ~75% area is nearly flat and hence it is good for the construction of the groundwater recharge structures. These water conservation structures are also suitable for the proper management of soil and surface water resources. We have recommended 78 locations for the artificial structures in the PG-4 watershed, out of them 38 locations are suitable for nala plugging, 28 for percolation tanks, and 12 for check dams.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="1bbbebd0e284b2b35358e42f661a823b" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":107148503,"asset_id":108871817,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/107148503/download_file?st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzg3Nyw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108871817"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108871817"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108871817; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108871817]").text(description); $(".js-view-count[data-work-id=108871817]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108871817; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108871817']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108871817, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "1bbbebd0e284b2b35358e42f661a823b" } } $('.js-work-strip[data-work-id=108871817]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108871817,"title":"Hydrogeomorphic Investigation to Select the Suitable Locations for Water Conservation Structures in PG-4 Watershed of Painganga River Basin of the Buldhana District, Maharashtra, India","translated_title":"","metadata":{"doi":"10.1007/978-981-99-5479-7_6","abstract":"This study presents our remote sensing technique data on PG-4 watershed of the Painganga River of Buldhana district, Maharashtra, India, in order to delineate the hydrogeomorphic unit. Our analysis suggests that the groundwater potential of the hydrogeomorphological units including plateau moderately dissected, plateau slightly dissected, plateau weathered, and plateau weathered shallow are found to be in a good to moderate state, whereas two other units including Plateau un-dissected and Escarpment slope exhibit poor to moderate groundwater potential. The maximum area of the studied watershed exhibits low drainage (0 to 2.31 km), which is good for the percolation and recharge of the groundwater. The studied area also shows the lowest slope value (0-1.68), so that it can be considered for the construction of water conservation structures including those to support the groundwater resources. In the PG-4 watershed, ~75% area is nearly flat and hence it is good for the construction of the groundwater recharge structures. These water conservation structures are also suitable for the proper management of soil and surface water resources. 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The maximum area of the studied watershed exhibits low drainage (0 to 2.31 km), which is good for the percolation and recharge of the groundwater. The studied area also shows the lowest slope value (0-1.68), so that it can be considered for the construction of water conservation structures including those to support the groundwater resources. In the PG-4 watershed, ~75% area is nearly flat and hence it is good for the construction of the groundwater recharge structures. These water conservation structures are also suitable for the proper management of soil and surface water resources. 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