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Sirsat</h3></div><div class="js-work-strip profile--work_container" data-work-id="125209851"><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/125209851/Assessment_of_Groundwater_Quality_for_Irrigation_Suitability_in_Rajangaon_Shenpunji_and_Surrounding_Area_Aurangabad_Maharashtra_India"><img alt="Research paper thumbnail of Assessment of Groundwater Quality for Irrigation Suitability in Rajangaon Shenpunji and Surrounding Area, Aurangabad, Maharashtra, India" class="work-thumbnail" src="https://attachments.academia-assets.com/119293607/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/125209851/Assessment_of_Groundwater_Quality_for_Irrigation_Suitability_in_Rajangaon_Shenpunji_and_Surrounding_Area_Aurangabad_Maharashtra_India">Assessment of Groundwater Quality for Irrigation Suitability in Rajangaon Shenpunji and Surrounding Area, Aurangabad, 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://bamu.academia.edu/surenkamble">suren kamble</a></span></div><div class="wp-workCard_item"><span>Journal of Geomatics </span><span>, 2024</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This study mainly emphasizes assessing the suitability of groundwater quality for irrigation purp...</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 mainly emphasizes assessing the suitability of groundwater quality for irrigation purposes in Rajangaon Shenpunji village and their surrounding area, Aurangabad, Maharashtra, India based on water quality parameters. A total of 30 water samples were collected from dug wells, bore wells and surface water bodies in different locations of the study area.The water quality parameters, viz. sodium adsorption ratio (SAR), percent sodium (%Na), residual sodium carbonate (RSC), residual sodium bicarbonate (RSBC), Kelly's ratio (KR), magnesium adsorption ratio (MAR) and permeability index (PI) have been calculated for understanding water suitability for irrigation purposes. These irrigation parameters were correlated with standard permissible/desirable limits for the prevailing crops to irrigation use. The correlation of water samples with standard water quality indices for irrigation shows that the SAR value for all water samples is <10 and reveals it is suitable for irrigation. About 18 water samples show a %Na value ranging from 60 to 80%, which indicates doubtful for irrigation and sample number 1 indicates it is unsuitable class as the value is > 80%. RSC value of sample numbers 2,8,9,11,12 falls under the doubtful category water samples 1 and 10 are unsuitable and all other samples are found to be good for irrigation. RSBC value is <5 for all water samples this indicates it is satisfactory for irrigation purposes. KR value for sample numbers 1,12 and 24 is >2, which indicates it is unsuitable for irrigation. MAR and PI values for all water samples show they are in a suitable class. A few water samples are exceeding the permissible limits due to various geological and anthropogenic activities within the study area. Overall, SAR, %Na, RSC, RSBC, KR, MAR, and PI values of water samples indicate that they are suitable for irrigation. The result of this study may be helpful to the farmers and policy makers for groundwater resources planning and management.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="1665bb579fc9085a342760b1670d5859" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":119293607,"asset_id":125209851,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/119293607/download_file?st=MTczMzI2Mzk2Miw4LjIyMi4yMDguMTQ2&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="125209851"><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="125209851"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 125209851; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=125209851]").text(description); $(".js-view-count[data-work-id=125209851]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 125209851; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='125209851']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 125209851, 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: "1665bb579fc9085a342760b1670d5859" } } $('.js-work-strip[data-work-id=125209851]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":125209851,"title":"Assessment of Groundwater Quality for Irrigation Suitability in Rajangaon Shenpunji and Surrounding Area, Aurangabad, Maharashtra, India","translated_title":"","metadata":{"doi":"10.58825/jog.2024.18.2.132","issue":"2","volume":"18","abstract":"This study mainly emphasizes assessing the suitability of groundwater quality for irrigation purposes in Rajangaon Shenpunji village and their surrounding area, Aurangabad, Maharashtra, India based on water quality parameters. A total of 30 water samples were collected from dug wells, bore wells and surface water bodies in different locations of the study area.The water quality parameters, viz. sodium adsorption ratio (SAR), percent sodium (%Na), residual sodium carbonate (RSC), residual sodium bicarbonate (RSBC), Kelly's ratio (KR), magnesium adsorption ratio (MAR) and permeability index (PI) have been calculated for understanding water suitability for irrigation purposes. These irrigation parameters were correlated with standard permissible/desirable limits for the prevailing crops to irrigation use. The correlation of water samples with standard water quality indices for irrigation shows that the SAR value for all water samples is \u003c10 and reveals it is suitable for irrigation. About 18 water samples show a %Na value ranging from 60 to 80%, which indicates doubtful for irrigation and sample number 1 indicates it is unsuitable class as the value is \u003e 80%. RSC value of sample numbers 2,8,9,11,12 falls under the doubtful category water samples 1 and 10 are unsuitable and all other samples are found to be good for irrigation. RSBC value is \u003c5 for all water samples this indicates it is satisfactory for irrigation purposes. KR value for sample numbers 1,12 and 24 is \u003e2, which indicates it is unsuitable for irrigation. MAR and PI values for all water samples show they are in a suitable class. A few water samples are exceeding the permissible limits due to various geological and anthropogenic activities within the study area. Overall, SAR, %Na, RSC, RSBC, KR, MAR, and PI values of water samples indicate that they are suitable for irrigation. 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The result of this study may be helpful to the farmers and policy makers for groundwater resources planning and management.","internal_url":"https://www.academia.edu/125209851/Assessment_of_Groundwater_Quality_for_Irrigation_Suitability_in_Rajangaon_Shenpunji_and_Surrounding_Area_Aurangabad_Maharashtra_India","translated_internal_url":"","created_at":"2024-11-01T04:09:55.396-07:00","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":42639741,"work_id":125209851,"tagging_user_id":191972391,"tagged_user_id":59333204,"co_author_invite_id":null,"email":"s***8@gmail.com","affiliation":"Dr.Babasaheb Ambedkar Marathwada University","display_order":1,"name":"suren kamble","title":"Assessment of Groundwater Quality for Irrigation Suitability in Rajangaon Shenpunji and Surrounding Area, Aurangabad, Maharashtra, India"},{"id":42639742,"work_id":125209851,"tagging_user_id":191972391,"tagged_user_id":null,"co_author_invite_id":4886036,"email":"d***t@gmail.com","display_order":2,"name":"S. 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The linear, areal, drainage and relief aspects were analyzed with the help of SRTM DEM data using Remote Sensing and GIS techniques. The total basin length is 44.24 km, and 1078 km 2 is the total basin area of the Sindphana River Basin in Shirur-Kasar Taluka. In the study area dendritic to sub-dendritic drainage patterns were observed with homogenous lithology and maximum seventh-order stream networks. The mean bifurcation ratio is 4.51 which suggests the basin is not structurally controlled. Water storage capacity in flat areas and runoff in steep areas are indicated by Rho values and mean stream length. The elongation and circulatory ratio values are 0.472 and 0.62, respectively, which suggests the river basin has an elongated shape and very fine drainage texture. The river basin area reveals that 2.26 km-1 drainage density value which suggests a moderate infiltration rate and is feasible for soil and water resource structures for further growth of groundwater. This study is beneficial for delineating the water resource areas for the conservation and management of the basin.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="3a7dd4cd3918b699c0b3605dd6f7fbb5" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":119293512,"asset_id":125209727,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/119293512/download_file?st=MTczMzI2Mzk2Miw4LjIyMi4yMDguMTQ2&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="125209727"><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="125209727"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 125209727; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=125209727]").text(description); $(".js-view-count[data-work-id=125209727]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 125209727; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='125209727']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 125209727, 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: "3a7dd4cd3918b699c0b3605dd6f7fbb5" } } $('.js-work-strip[data-work-id=125209727]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":125209727,"title":"A Geo-Spatial Based Approach for Morphometric Analysis of Sindphana River Basin in Shirur-Kasar Taluka, M.S., India","translated_title":"","metadata":{"doi":"10.14445/23939206/ijggs-v11i3p101","issue":"3","volume":"11","abstract":"The present study based on morphometric analysis in the Sindphana River Basin was carried out for the delineation of areas for the natural water resources and long-term sustainability in Shirur-Kasar Taluka of Beed district, Maharashtra, India. The linear, areal, drainage and relief aspects were analyzed with the help of SRTM DEM data using Remote Sensing and GIS techniques. The total basin length is 44.24 km, and 1078 km 2 is the total basin area of the Sindphana River Basin in Shirur-Kasar Taluka. In the study area dendritic to sub-dendritic drainage patterns were observed with homogenous lithology and maximum seventh-order stream networks. The mean bifurcation ratio is 4.51 which suggests the basin is not structurally controlled. Water storage capacity in flat areas and runoff in steep areas are indicated by Rho values and mean stream length. The elongation and circulatory ratio values are 0.472 and 0.62, respectively, which suggests the river basin has an elongated shape and very fine drainage texture. The river basin area reveals that 2.26 km-1 drainage density value which suggests a moderate infiltration rate and is feasible for soil and water resource structures for further growth of groundwater. This study is beneficial for delineating the water resource areas for the conservation and management of the basin.","publisher":"Seventh Sense Research Group®","page_numbers":"1-9","publication_date":{"day":null,"month":null,"year":2024,"errors":{}},"publication_name":"International Journal of Geo-informatics and Geological Science"},"translated_abstract":"The present study based on morphometric analysis in the Sindphana River Basin was carried out for the delineation of areas for the natural water resources and long-term sustainability in Shirur-Kasar Taluka of Beed district, Maharashtra, India. The linear, areal, drainage and relief aspects were analyzed with the help of SRTM DEM data using Remote Sensing and GIS techniques. The total basin length is 44.24 km, and 1078 km 2 is the total basin area of the Sindphana River Basin in Shirur-Kasar Taluka. In the study area dendritic to sub-dendritic drainage patterns were observed with homogenous lithology and maximum seventh-order stream networks. The mean bifurcation ratio is 4.51 which suggests the basin is not structurally controlled. Water storage capacity in flat areas and runoff in steep areas are indicated by Rho values and mean stream length. The elongation and circulatory ratio values are 0.472 and 0.62, respectively, which suggests the river basin has an elongated shape and very fine drainage texture. The river basin area reveals that 2.26 km-1 drainage density value which suggests a moderate infiltration rate and is feasible for soil and water resource structures for further growth of groundwater. This study is beneficial for delineating the water resource areas for the conservation and management of the basin.","internal_url":"https://www.academia.edu/125209727/A_Geo_Spatial_Based_Approach_for_Morphometric_Analysis_of_Sindphana_River_Basin_in_Shirur_Kasar_Taluka_M_S_India","translated_internal_url":"","created_at":"2024-11-01T04:03:49.969-07:00","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":42639700,"work_id":125209727,"tagging_user_id":191972391,"tagged_user_id":125133047,"co_author_invite_id":null,"email":"d***r@gmail.com","display_order":1,"name":"Ashok Tejankar","title":"A Geo-Spatial Based Approach for Morphometric Analysis of Sindphana River Basin in Shirur-Kasar Taluka, M.S., India"}],"downloadable_attachments":[{"id":119293512,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/119293512/thumbnails/1.jpg","file_name":"IJGGS_V11I3P101.pdf","download_url":"https://www.academia.edu/attachments/119293512/download_file?st=MTczMzI2Mzk2Miw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"A_Geo_Spatial_Based_Approach_for_Morphom.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/119293512/IJGGS_V11I3P101-libre.pdf?1730466135=\u0026response-content-disposition=attachment%3B+filename%3DA_Geo_Spatial_Based_Approach_for_Morphom.pdf\u0026Expires=1733267562\u0026Signature=ZNYxMqRw6bnyCQc9a1GEv23eymb~c3yElSL7Um2NP3wOP14a2JyyQA4G~J-HbSDDtFCkUGwwOH5gNHip2b4xI8Xnjw4jNulMDKaO1GRLfTzwQq~7P-DFGDAP~-P7PixWFxewypjpiriIh4AJ5Ybkx-5WtpzM3fL5wHr001z19HTAADvMX5m2qa2emq5CM-0CP~bdr3HNqR~sLrWZzJtHEultNAE3MEYV2caF9cc4ME2ATLkPbvtHd-Zin7hBWaG2avmSSWdqIucBVOcPiAxolPWc3qabfHsW1~f2Rqc2PyEjyFRYwjwUBJIrbFW9oulr4DrQgpiJT9pf5Oyjmw0H5A__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"A_Geo_Spatial_Based_Approach_for_Morphometric_Analysis_of_Sindphana_River_Basin_in_Shirur_Kasar_Taluka_M_S_India","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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Sirsat</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://bamu.academia.edu/surenkamble">suren kamble</a></span></div><div class="wp-workCard_item"><span>BP</span><span>, 2024</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The present study was carried out to in Rajangaon Shenpunji village for assessment of groundwater...</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 present study was carried out to in Rajangaon Shenpunji village for assessment of groundwater quality. Thirty groundwater samples were collected from dug and bore wells for this water quality analysis and eleven physicochemical parameters i.e. P H , EC, TDS, CL, TH, Mg, Ca, HCO3, Na, K and SO4were calculated by using standard methods and instruments. From the water quality analysis 100% groundwater samples are exceeding maximum permissible limit except TDS 40%, Cl 30%, Mg 73.33% and Sulphate 76.67% is exceeding maximum permissible limit as per WHO and BIS standards level for drinking water.Plot the major cations and ions in the piper triangular diagram and it shows that 100% groundwater samples are fall in Ca-Cl water type. This study provides information for groundwater chemistry in Rajaongaon Shenpunji village industrial area. Its need to focus on the specific contamination source and it migrate in groundwaters.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="a1db6e9298ffc37ab9df5100106d2ef4" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":112937642,"asset_id":116949531,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/112937642/download_file?st=MTczMzI2Mzk2Miw4LjIyMi4yMDguMTQ2&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="116949531"><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="116949531"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 116949531; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=116949531]").text(description); $(".js-view-count[data-work-id=116949531]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 116949531; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='116949531']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 116949531, 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: "a1db6e9298ffc37ab9df5100106d2ef4" } } $('.js-work-strip[data-work-id=116949531]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":116949531,"title":"Groundwater Quality Assessment in Ranjangaon Shenpunji Village of Aurangabad, Maharashtra, India","translated_title":"","metadata":{"doi":"10.9734/bpi/eieges/v9/7923e","abstract":"The present study was carried out to in Rajangaon Shenpunji village for assessment of groundwater quality. 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Its need to focus on the specific contamination source and it migrate in groundwaters.","publication_date":{"day":null,"month":null,"year":2024,"errors":{}},"publication_name":"BP"},"translated_abstract":"The present study was carried out to in Rajangaon Shenpunji village for assessment of groundwater quality. Thirty groundwater samples were collected from dug and bore wells for this water quality analysis and eleven physicochemical parameters i.e. P H , EC, TDS, CL, TH, Mg, Ca, HCO3, Na, K and SO4were calculated by using standard methods and instruments. From the water quality analysis 100% groundwater samples are exceeding maximum permissible limit except TDS 40%, Cl 30%, Mg 73.33% and Sulphate 76.67% is exceeding maximum permissible limit as per WHO and BIS standards level for drinking water.Plot the major cations and ions in the piper triangular diagram and it shows that 100% groundwater samples are fall in Ca-Cl water type. 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Its need to focus on the specific contamination source and it migrate in groundwaters.","internal_url":"https://www.academia.edu/116949531/Groundwater_Quality_Assessment_in_Ranjangaon_Shenpunji_Village_of_Aurangabad_Maharashtra_India","translated_internal_url":"","created_at":"2024-04-01T12:23:51.340-07:00","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":41408473,"work_id":116949531,"tagging_user_id":191972391,"tagged_user_id":59333204,"co_author_invite_id":null,"email":"s***8@gmail.com","affiliation":"Dr.Babasaheb Ambedkar Marathwada University","display_order":1,"name":"suren kamble","title":"Groundwater Quality Assessment in Ranjangaon Shenpunji Village of Aurangabad, Maharashtra, India"}],"downloadable_attachments":[{"id":112937642,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/112937642/thumbnails/1.jpg","file_name":"Kamble_2024_BP_7923E.pdf","download_url":"https://www.academia.edu/attachments/112937642/download_file?st=MTczMzI2Mzk2Miw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Groundwater_Quality_Assessment_in_Ranjan.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/112937642/Kamble_2024_BP_7923E-libre.pdf?1711999817=\u0026response-content-disposition=attachment%3B+filename%3DGroundwater_Quality_Assessment_in_Ranjan.pdf\u0026Expires=1733267562\u0026Signature=GM2ywhnE0XhunyAekcvCGeyl0UIYHWctD5TgjgDSlD-dmcVVe8Z-Zeln0bILKfb78HKWlzO-0uClihzEaa0ybp-D~9sfq73dh8gnjZsutISFUKliHNolDeGVzF0GJYaCuzzhE5UpHCJ5SwdXUwVZArP5pZeFc~L7ALEMdXR7nYE08SJDkIJ9SR91cbl~qOGJbEhxMD47GMSki2TA5jR52FawG4Nu5Ucfj8HV1lK2lXP9bfA3yXR-VEEbjtI0s9NuzC21Cn7v1gq0zRAceKShQDsVS5afeOEOHi~W6UjK~ZiSvop4UxTQ2OgXQgAMSL0tc9ejI8qp5zKV1JkJYmLoKw__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Groundwater_Quality_Assessment_in_Ranjangaon_Shenpunji_Village_of_Aurangabad_Maharashtra_India","translated_slug":"","page_count":19,"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://inosca.academia.edu/KWanjarwadkar">K.M. Wanjarwadkar</a></span></div><div class="wp-workCard_item"><span>Journal of Geophysical Union</span><span>, 2023</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Aquifer vulnerability has been assessed in the Painganga river basin area (Mehkar and Lonar Tehsi...</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">Aquifer vulnerability has been assessed in the Painganga river basin area (Mehkar and Lonar Tehsil) of the Buldhana district, Maharashtra state located in the western part of India. The present paper focuses on the use of longitudinal unit conductance, GOD and GLSI models to measure the penetration and possibility of contamination of an aquifer. A total of thirty-five vertical electrical soundings (VES) were carried out in the study area. Schlumberger array methods were utilized to measure the resistivity, thickness and depth of the subsurface layers. The study reveals that the total longitudinal unit conductance index rating for VES S1, S4 and S18 falls under poor overburden protective capacity, and VES S10, S13, S14, S17 and S33 falls under weak overburden protective capacity, which is attributed to the infiltration of leachate and other surface pollutants. GOD model index rating for vulnerability is negligible to low (0.04 to 0.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="4d33ed9fd929d99aca3d59bddde26bc9" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":104777504,"asset_id":105280407,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/104777504/download_file?st=MTczMzI2Mzk2Miw4LjIyMi4yMDguMTQ2&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="105280407"><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="105280407"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 105280407; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=105280407]").text(description); $(".js-view-count[data-work-id=105280407]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 105280407; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='105280407']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 105280407, 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: "4d33ed9fd929d99aca3d59bddde26bc9" } } $('.js-work-strip[data-work-id=105280407]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":105280407,"title":"Study of the aquifer vulnerability by longitudinal unit conductance, GOD and GLSI Models in the Painganga river basin, Buldhana (Maharashtra, India","translated_title":"","metadata":{"abstract":"Aquifer vulnerability has been assessed in the Painganga river basin area (Mehkar and Lonar Tehsil) of the Buldhana district, Maharashtra state located in the western part of India. 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GOD model index rating for vulnerability is negligible to low (0.04 to 0.","publication_date":{"day":null,"month":null,"year":2023,"errors":{}},"publication_name":"Journal of Geophysical Union"},"translated_abstract":"Aquifer vulnerability has been assessed in the Painganga river basin area (Mehkar and Lonar Tehsil) of the Buldhana district, Maharashtra state located in the western part of India. The present paper focuses on the use of longitudinal unit conductance, GOD and GLSI models to measure the penetration and possibility of contamination of an aquifer. A total of thirty-five vertical electrical soundings (VES) were carried out in the study area. Schlumberger array methods were utilized to measure the resistivity, thickness and depth of the subsurface layers. The study reveals that the total longitudinal unit conductance index rating for VES S1, S4 and S18 falls under poor overburden protective capacity, and VES S10, S13, S14, S17 and S33 falls under weak overburden protective capacity, which is attributed to the infiltration of leachate and other surface pollutants. 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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=MTczMzI2Mzk2Miw4LjIyMi4yMDguMTQ2&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. 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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=MTczMzI2Mzk2Miw4LjIyMi4yMDguMTQ2&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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The groundwater quality ions such as Total hardness and calcium 100% of the groundwater samples are exceeding maximum permissible limit and total dissolve solids 40%, Chloride 30%, Magnesium 73.33% and sulphate 76.67% is exceeding maximum permissible as per the world health organization and bureau of Indian standards level for drinking water. 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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 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=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&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. These results could be utilized in the restoration and conservation of natural resources in PG-4 watershed of the Painganga basin.","internal_url":"https://www.academia.edu/76114793/Characterization_of_Hydrogeological_Behaviour_of_PG_4_Watershed_Through_Morphometric_Analysis_of_Painganga_Basin_Buldhana_Maharashtra","translated_internal_url":"","created_at":"2022-04-11T06:09:39.401-07:00","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":38014651,"work_id":76114793,"tagging_user_id":191972391,"tagged_user_id":53127938,"co_author_invite_id":null,"email":"d***8@gmail.com","display_order":2,"name":"Mohan Sonar","title":"Characterization of Hydrogeological Behaviour of PG-4 Watershed Through Morphometric Analysis of Painganga Basin, Buldhana, Maharashtra"},{"id":38014652,"work_id":76114793,"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":"Characterization of Hydrogeological Behaviour of PG-4 Watershed Through Morphometric Analysis of Painganga Basin, Buldhana, Maharashtra"}],"downloadable_attachments":[{"id":83787790,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/83787790/thumbnails/1.jpg","file_name":"Jan_March_2022_Journal_IWWA_pages_65_71.pdf","download_url":"https://www.academia.edu/attachments/83787790/download_file?st=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Characterization_of_Hydrogeological_Beha.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/83787790/Jan_March_2022_Journal_IWWA_pages_65_71-libre.pdf?1649684082=\u0026response-content-disposition=attachment%3B+filename%3DCharacterization_of_Hydrogeological_Beha.pdf\u0026Expires=1733267477\u0026Signature=FFWnwsedjCg-YL9ZDgQA2Ayf3fXkRSZYf9K-tOwEF5xVDcuyZKvRQyyXMNjmgy1uQpQ293jAb4QAqplWYkQO7izLt8QWChb9T3MIX9n2GXfRw7--PUCknw5XxGrFfuJ0sn1I8MI2wgTOpnda1PtzHF4qyy7WjzP-UlZh6r3PBLNt4FJiAeC3PusEpmYKAIycgaX4uZ30x9Rtdxp~4EovBKzx3qlK~dnh~21-YU74lsJj81dp7Lf-maoIRmQHy6y3fImZr1XQPq-yjF1vV2QAy3E7OLoyLA8xJUJUfLWy3R0rRbHaCthxLjiiUCTTOEKk9UekX~1j-2y6XRYUbxApjg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Characterization_of_Hydrogeological_Behaviour_of_PG_4_Watershed_Through_Morphometric_Analysis_of_Painganga_Basin_Buldhana_Maharashtra","translated_slug":"","page_count":7,"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>, 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=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&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. 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.","publication_date":{"day":null,"month":null,"year":2021,"errors":{}},"publication_name":"Journal of Geomatics"},"translated_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. 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.","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=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&","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 . 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Sirsat</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=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&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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Sirsat</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://bamu.academia.edu/surenkamble">suren kamble</a></span></div><div class="wp-workCard_item"><span>Journal of Geomatics </span><span>, 2024</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This study mainly emphasizes assessing the suitability of groundwater quality for irrigation purp...</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 mainly emphasizes assessing the suitability of groundwater quality for irrigation purposes in Rajangaon Shenpunji village and their surrounding area, Aurangabad, Maharashtra, India based on water quality parameters. A total of 30 water samples were collected from dug wells, bore wells and surface water bodies in different locations of the study area.The water quality parameters, viz. sodium adsorption ratio (SAR), percent sodium (%Na), residual sodium carbonate (RSC), residual sodium bicarbonate (RSBC), Kelly's ratio (KR), magnesium adsorption ratio (MAR) and permeability index (PI) have been calculated for understanding water suitability for irrigation purposes. These irrigation parameters were correlated with standard permissible/desirable limits for the prevailing crops to irrigation use. The correlation of water samples with standard water quality indices for irrigation shows that the SAR value for all water samples is <10 and reveals it is suitable for irrigation. About 18 water samples show a %Na value ranging from 60 to 80%, which indicates doubtful for irrigation and sample number 1 indicates it is unsuitable class as the value is > 80%. RSC value of sample numbers 2,8,9,11,12 falls under the doubtful category water samples 1 and 10 are unsuitable and all other samples are found to be good for irrigation. RSBC value is <5 for all water samples this indicates it is satisfactory for irrigation purposes. KR value for sample numbers 1,12 and 24 is >2, which indicates it is unsuitable for irrigation. MAR and PI values for all water samples show they are in a suitable class. A few water samples are exceeding the permissible limits due to various geological and anthropogenic activities within the study area. Overall, SAR, %Na, RSC, RSBC, KR, MAR, and PI values of water samples indicate that they are suitable for irrigation. The result of this study may be helpful to the farmers and policy makers for groundwater resources planning and management.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="1665bb579fc9085a342760b1670d5859" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":119293607,"asset_id":125209851,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/119293607/download_file?st=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzk2Miw4LjIyMi4yMDguMTQ2&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="125209851"><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="125209851"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 125209851; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=125209851]").text(description); $(".js-view-count[data-work-id=125209851]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 125209851; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='125209851']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 125209851, 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: "1665bb579fc9085a342760b1670d5859" } } $('.js-work-strip[data-work-id=125209851]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":125209851,"title":"Assessment of Groundwater Quality for Irrigation Suitability in Rajangaon Shenpunji and Surrounding Area, Aurangabad, Maharashtra, India","translated_title":"","metadata":{"doi":"10.58825/jog.2024.18.2.132","issue":"2","volume":"18","abstract":"This study mainly emphasizes assessing the suitability of groundwater quality for irrigation purposes in Rajangaon Shenpunji village and their surrounding area, Aurangabad, Maharashtra, India based on water quality parameters. A total of 30 water samples were collected from dug wells, bore wells and surface water bodies in different locations of the study area.The water quality parameters, viz. sodium adsorption ratio (SAR), percent sodium (%Na), residual sodium carbonate (RSC), residual sodium bicarbonate (RSBC), Kelly's ratio (KR), magnesium adsorption ratio (MAR) and permeability index (PI) have been calculated for understanding water suitability for irrigation purposes. These irrigation parameters were correlated with standard permissible/desirable limits for the prevailing crops to irrigation use. The correlation of water samples with standard water quality indices for irrigation shows that the SAR value for all water samples is \u003c10 and reveals it is suitable for irrigation. About 18 water samples show a %Na value ranging from 60 to 80%, which indicates doubtful for irrigation and sample number 1 indicates it is unsuitable class as the value is \u003e 80%. RSC value of sample numbers 2,8,9,11,12 falls under the doubtful category water samples 1 and 10 are unsuitable and all other samples are found to be good for irrigation. RSBC value is \u003c5 for all water samples this indicates it is satisfactory for irrigation purposes. KR value for sample numbers 1,12 and 24 is \u003e2, which indicates it is unsuitable for irrigation. MAR and PI values for all water samples show they are in a suitable class. A few water samples are exceeding the permissible limits due to various geological and anthropogenic activities within the study area. Overall, SAR, %Na, RSC, RSBC, KR, MAR, and PI values of water samples indicate that they are suitable for irrigation. The result of this study may be helpful to the farmers and policy makers for groundwater resources planning and management.","publisher":"Indian Society of Geomatics ","ai_title_tag":"Groundwater Quality Assessment for Irrigation in Aurangabad","page_numbers":"32-41","publication_date":{"day":null,"month":null,"year":2024,"errors":{}},"publication_name":"Journal of Geomatics "},"translated_abstract":"This study mainly emphasizes assessing the suitability of groundwater quality for irrigation purposes in Rajangaon Shenpunji village and their surrounding area, Aurangabad, Maharashtra, India based on water quality parameters. A total of 30 water samples were collected from dug wells, bore wells and surface water bodies in different locations of the study area.The water quality parameters, viz. sodium adsorption ratio (SAR), percent sodium (%Na), residual sodium carbonate (RSC), residual sodium bicarbonate (RSBC), Kelly's ratio (KR), magnesium adsorption ratio (MAR) and permeability index (PI) have been calculated for understanding water suitability for irrigation purposes. These irrigation parameters were correlated with standard permissible/desirable limits for the prevailing crops to irrigation use. The correlation of water samples with standard water quality indices for irrigation shows that the SAR value for all water samples is \u003c10 and reveals it is suitable for irrigation. About 18 water samples show a %Na value ranging from 60 to 80%, which indicates doubtful for irrigation and sample number 1 indicates it is unsuitable class as the value is \u003e 80%. RSC value of sample numbers 2,8,9,11,12 falls under the doubtful category water samples 1 and 10 are unsuitable and all other samples are found to be good for irrigation. RSBC value is \u003c5 for all water samples this indicates it is satisfactory for irrigation purposes. KR value for sample numbers 1,12 and 24 is \u003e2, which indicates it is unsuitable for irrigation. MAR and PI values for all water samples show they are in a suitable class. A few water samples are exceeding the permissible limits due to various geological and anthropogenic activities within the study area. Overall, SAR, %Na, RSC, RSBC, KR, MAR, and PI values of water samples indicate that they are suitable for irrigation. 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The linear, areal, drainage and relief aspects were analyzed with the help of SRTM DEM data using Remote Sensing and GIS techniques. The total basin length is 44.24 km, and 1078 km 2 is the total basin area of the Sindphana River Basin in Shirur-Kasar Taluka. In the study area dendritic to sub-dendritic drainage patterns were observed with homogenous lithology and maximum seventh-order stream networks. The mean bifurcation ratio is 4.51 which suggests the basin is not structurally controlled. Water storage capacity in flat areas and runoff in steep areas are indicated by Rho values and mean stream length. The elongation and circulatory ratio values are 0.472 and 0.62, respectively, which suggests the river basin has an elongated shape and very fine drainage texture. The river basin area reveals that 2.26 km-1 drainage density value which suggests a moderate infiltration rate and is feasible for soil and water resource structures for further growth of groundwater. This study is beneficial for delineating the water resource areas for the conservation and management of the basin.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="3a7dd4cd3918b699c0b3605dd6f7fbb5" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":119293512,"asset_id":125209727,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/119293512/download_file?st=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzk2Miw4LjIyMi4yMDguMTQ2&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="125209727"><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="125209727"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 125209727; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=125209727]").text(description); $(".js-view-count[data-work-id=125209727]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 125209727; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='125209727']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 125209727, 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: "3a7dd4cd3918b699c0b3605dd6f7fbb5" } } $('.js-work-strip[data-work-id=125209727]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":125209727,"title":"A Geo-Spatial Based Approach for Morphometric Analysis of Sindphana River Basin in Shirur-Kasar Taluka, M.S., India","translated_title":"","metadata":{"doi":"10.14445/23939206/ijggs-v11i3p101","issue":"3","volume":"11","abstract":"The present study based on morphometric analysis in the Sindphana River Basin was carried out for the delineation of areas for the natural water resources and long-term sustainability in Shirur-Kasar Taluka of Beed district, Maharashtra, India. The linear, areal, drainage and relief aspects were analyzed with the help of SRTM DEM data using Remote Sensing and GIS techniques. The total basin length is 44.24 km, and 1078 km 2 is the total basin area of the Sindphana River Basin in Shirur-Kasar Taluka. In the study area dendritic to sub-dendritic drainage patterns were observed with homogenous lithology and maximum seventh-order stream networks. The mean bifurcation ratio is 4.51 which suggests the basin is not structurally controlled. Water storage capacity in flat areas and runoff in steep areas are indicated by Rho values and mean stream length. The elongation and circulatory ratio values are 0.472 and 0.62, respectively, which suggests the river basin has an elongated shape and very fine drainage texture. The river basin area reveals that 2.26 km-1 drainage density value which suggests a moderate infiltration rate and is feasible for soil and water resource structures for further growth of groundwater. This study is beneficial for delineating the water resource areas for the conservation and management of the basin.","publisher":"Seventh Sense Research Group®","page_numbers":"1-9","publication_date":{"day":null,"month":null,"year":2024,"errors":{}},"publication_name":"International Journal of Geo-informatics and Geological Science"},"translated_abstract":"The present study based on morphometric analysis in the Sindphana River Basin was carried out for the delineation of areas for the natural water resources and long-term sustainability in Shirur-Kasar Taluka of Beed district, Maharashtra, India. The linear, areal, drainage and relief aspects were analyzed with the help of SRTM DEM data using Remote Sensing and GIS techniques. The total basin length is 44.24 km, and 1078 km 2 is the total basin area of the Sindphana River Basin in Shirur-Kasar Taluka. In the study area dendritic to sub-dendritic drainage patterns were observed with homogenous lithology and maximum seventh-order stream networks. The mean bifurcation ratio is 4.51 which suggests the basin is not structurally controlled. Water storage capacity in flat areas and runoff in steep areas are indicated by Rho values and mean stream length. The elongation and circulatory ratio values are 0.472 and 0.62, respectively, which suggests the river basin has an elongated shape and very fine drainage texture. The river basin area reveals that 2.26 km-1 drainage density value which suggests a moderate infiltration rate and is feasible for soil and water resource structures for further growth of groundwater. This study is beneficial for delineating the water resource areas for the conservation and management of the basin.","internal_url":"https://www.academia.edu/125209727/A_Geo_Spatial_Based_Approach_for_Morphometric_Analysis_of_Sindphana_River_Basin_in_Shirur_Kasar_Taluka_M_S_India","translated_internal_url":"","created_at":"2024-11-01T04:03:49.969-07:00","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":42639700,"work_id":125209727,"tagging_user_id":191972391,"tagged_user_id":125133047,"co_author_invite_id":null,"email":"d***r@gmail.com","display_order":1,"name":"Ashok Tejankar","title":"A Geo-Spatial Based Approach for Morphometric Analysis of Sindphana River Basin in Shirur-Kasar Taluka, M.S., India"}],"downloadable_attachments":[{"id":119293512,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/119293512/thumbnails/1.jpg","file_name":"IJGGS_V11I3P101.pdf","download_url":"https://www.academia.edu/attachments/119293512/download_file?st=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzk2Miw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"A_Geo_Spatial_Based_Approach_for_Morphom.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/119293512/IJGGS_V11I3P101-libre.pdf?1730466135=\u0026response-content-disposition=attachment%3B+filename%3DA_Geo_Spatial_Based_Approach_for_Morphom.pdf\u0026Expires=1733267562\u0026Signature=ZNYxMqRw6bnyCQc9a1GEv23eymb~c3yElSL7Um2NP3wOP14a2JyyQA4G~J-HbSDDtFCkUGwwOH5gNHip2b4xI8Xnjw4jNulMDKaO1GRLfTzwQq~7P-DFGDAP~-P7PixWFxewypjpiriIh4AJ5Ybkx-5WtpzM3fL5wHr001z19HTAADvMX5m2qa2emq5CM-0CP~bdr3HNqR~sLrWZzJtHEultNAE3MEYV2caF9cc4ME2ATLkPbvtHd-Zin7hBWaG2avmSSWdqIucBVOcPiAxolPWc3qabfHsW1~f2Rqc2PyEjyFRYwjwUBJIrbFW9oulr4DrQgpiJT9pf5Oyjmw0H5A__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"A_Geo_Spatial_Based_Approach_for_Morphometric_Analysis_of_Sindphana_River_Basin_in_Shirur_Kasar_Taluka_M_S_India","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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Sirsat</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://bamu.academia.edu/surenkamble">suren kamble</a></span></div><div class="wp-workCard_item"><span>BP</span><span>, 2024</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The present study was carried out to in Rajangaon Shenpunji village for assessment of groundwater...</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 present study was carried out to in Rajangaon Shenpunji village for assessment of groundwater quality. Thirty groundwater samples were collected from dug and bore wells for this water quality analysis and eleven physicochemical parameters i.e. P H , EC, TDS, CL, TH, Mg, Ca, HCO3, Na, K and SO4were calculated by using standard methods and instruments. From the water quality analysis 100% groundwater samples are exceeding maximum permissible limit except TDS 40%, Cl 30%, Mg 73.33% and Sulphate 76.67% is exceeding maximum permissible limit as per WHO and BIS standards level for drinking water.Plot the major cations and ions in the piper triangular diagram and it shows that 100% groundwater samples are fall in Ca-Cl water type. This study provides information for groundwater chemistry in Rajaongaon Shenpunji village industrial area. Its need to focus on the specific contamination source and it migrate in groundwaters.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="a1db6e9298ffc37ab9df5100106d2ef4" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":112937642,"asset_id":116949531,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/112937642/download_file?st=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzk2Miw4LjIyMi4yMDguMTQ2&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="116949531"><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="116949531"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 116949531; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=116949531]").text(description); $(".js-view-count[data-work-id=116949531]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 116949531; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='116949531']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 116949531, 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: "a1db6e9298ffc37ab9df5100106d2ef4" } } $('.js-work-strip[data-work-id=116949531]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":116949531,"title":"Groundwater Quality Assessment in Ranjangaon Shenpunji Village of Aurangabad, Maharashtra, India","translated_title":"","metadata":{"doi":"10.9734/bpi/eieges/v9/7923e","abstract":"The present study was carried out to in Rajangaon Shenpunji village for assessment of groundwater quality. 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Its need to focus on the specific contamination source and it migrate in groundwaters.","publication_date":{"day":null,"month":null,"year":2024,"errors":{}},"publication_name":"BP"},"translated_abstract":"The present study was carried out to in Rajangaon Shenpunji village for assessment of groundwater quality. Thirty groundwater samples were collected from dug and bore wells for this water quality analysis and eleven physicochemical parameters i.e. P H , EC, TDS, CL, TH, Mg, Ca, HCO3, Na, K and SO4were calculated by using standard methods and instruments. From the water quality analysis 100% groundwater samples are exceeding maximum permissible limit except TDS 40%, Cl 30%, Mg 73.33% and Sulphate 76.67% is exceeding maximum permissible limit as per WHO and BIS standards level for drinking water.Plot the major cations and ions in the piper triangular diagram and it shows that 100% groundwater samples are fall in Ca-Cl water type. This study provides information for groundwater chemistry in Rajaongaon Shenpunji village industrial area. Its need to focus on the specific contamination source and it migrate in groundwaters.","internal_url":"https://www.academia.edu/116949531/Groundwater_Quality_Assessment_in_Ranjangaon_Shenpunji_Village_of_Aurangabad_Maharashtra_India","translated_internal_url":"","created_at":"2024-04-01T12:23:51.340-07:00","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":41408473,"work_id":116949531,"tagging_user_id":191972391,"tagged_user_id":59333204,"co_author_invite_id":null,"email":"s***8@gmail.com","affiliation":"Dr.Babasaheb Ambedkar Marathwada University","display_order":1,"name":"suren kamble","title":"Groundwater Quality Assessment in Ranjangaon Shenpunji Village of Aurangabad, Maharashtra, India"}],"downloadable_attachments":[{"id":112937642,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/112937642/thumbnails/1.jpg","file_name":"Kamble_2024_BP_7923E.pdf","download_url":"https://www.academia.edu/attachments/112937642/download_file?st=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzk2Miw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Groundwater_Quality_Assessment_in_Ranjan.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/112937642/Kamble_2024_BP_7923E-libre.pdf?1711999817=\u0026response-content-disposition=attachment%3B+filename%3DGroundwater_Quality_Assessment_in_Ranjan.pdf\u0026Expires=1733267562\u0026Signature=GM2ywhnE0XhunyAekcvCGeyl0UIYHWctD5TgjgDSlD-dmcVVe8Z-Zeln0bILKfb78HKWlzO-0uClihzEaa0ybp-D~9sfq73dh8gnjZsutISFUKliHNolDeGVzF0GJYaCuzzhE5UpHCJ5SwdXUwVZArP5pZeFc~L7ALEMdXR7nYE08SJDkIJ9SR91cbl~qOGJbEhxMD47GMSki2TA5jR52FawG4Nu5Ucfj8HV1lK2lXP9bfA3yXR-VEEbjtI0s9NuzC21Cn7v1gq0zRAceKShQDsVS5afeOEOHi~W6UjK~ZiSvop4UxTQ2OgXQgAMSL0tc9ejI8qp5zKV1JkJYmLoKw__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Groundwater_Quality_Assessment_in_Ranjangaon_Shenpunji_Village_of_Aurangabad_Maharashtra_India","translated_slug":"","page_count":19,"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://inosca.academia.edu/KWanjarwadkar">K.M. Wanjarwadkar</a></span></div><div class="wp-workCard_item"><span>Journal of Geophysical Union</span><span>, 2023</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Aquifer vulnerability has been assessed in the Painganga river basin area (Mehkar and Lonar Tehsi...</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">Aquifer vulnerability has been assessed in the Painganga river basin area (Mehkar and Lonar Tehsil) of the Buldhana district, Maharashtra state located in the western part of India. The present paper focuses on the use of longitudinal unit conductance, GOD and GLSI models to measure the penetration and possibility of contamination of an aquifer. A total of thirty-five vertical electrical soundings (VES) were carried out in the study area. Schlumberger array methods were utilized to measure the resistivity, thickness and depth of the subsurface layers. The study reveals that the total longitudinal unit conductance index rating for VES S1, S4 and S18 falls under poor overburden protective capacity, and VES S10, S13, S14, S17 and S33 falls under weak overburden protective capacity, which is attributed to the infiltration of leachate and other surface pollutants. GOD model index rating for vulnerability is negligible to low (0.04 to 0.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="4d33ed9fd929d99aca3d59bddde26bc9" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":104777504,"asset_id":105280407,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/104777504/download_file?st=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&st=MTczMzI2Mzk2Miw4LjIyMi4yMDguMTQ2&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="105280407"><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="105280407"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 105280407; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=105280407]").text(description); $(".js-view-count[data-work-id=105280407]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 105280407; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='105280407']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 105280407, 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: "4d33ed9fd929d99aca3d59bddde26bc9" } } $('.js-work-strip[data-work-id=105280407]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":105280407,"title":"Study of the aquifer vulnerability by longitudinal unit conductance, GOD and GLSI Models in the Painganga river basin, Buldhana (Maharashtra, India","translated_title":"","metadata":{"abstract":"Aquifer vulnerability has been assessed in the Painganga river basin area (Mehkar and Lonar Tehsil) of the Buldhana district, Maharashtra state located in the western part of India. 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GOD model index rating for vulnerability is negligible to low (0.04 to 0.","publication_date":{"day":null,"month":null,"year":2023,"errors":{}},"publication_name":"Journal of Geophysical Union"},"translated_abstract":"Aquifer vulnerability has been assessed in the Painganga river basin area (Mehkar and Lonar Tehsil) of the Buldhana district, Maharashtra state located in the western part of India. The present paper focuses on the use of longitudinal unit conductance, GOD and GLSI models to measure the penetration and possibility of contamination of an aquifer. A total of thirty-five vertical electrical soundings (VES) were carried out in the study area. Schlumberger array methods were utilized to measure the resistivity, thickness and depth of the subsurface layers. The study reveals that the total longitudinal unit conductance index rating for VES S1, S4 and S18 falls under poor overburden protective capacity, and VES S10, S13, S14, S17 and S33 falls under weak overburden protective capacity, which is attributed to the infiltration of leachate and other surface pollutants. 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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=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&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. 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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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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=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&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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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=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&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. These results could be utilized in the restoration and conservation of natural resources in PG-4 watershed of the Painganga basin.","internal_url":"https://www.academia.edu/76114793/Characterization_of_Hydrogeological_Behaviour_of_PG_4_Watershed_Through_Morphometric_Analysis_of_Painganga_Basin_Buldhana_Maharashtra","translated_internal_url":"","created_at":"2022-04-11T06:09:39.401-07:00","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":38014651,"work_id":76114793,"tagging_user_id":191972391,"tagged_user_id":53127938,"co_author_invite_id":null,"email":"d***8@gmail.com","display_order":2,"name":"Mohan Sonar","title":"Characterization of Hydrogeological Behaviour of PG-4 Watershed Through Morphometric Analysis of Painganga Basin, Buldhana, Maharashtra"},{"id":38014652,"work_id":76114793,"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":"Characterization of Hydrogeological Behaviour of PG-4 Watershed Through Morphometric Analysis of Painganga Basin, Buldhana, Maharashtra"}],"downloadable_attachments":[{"id":83787790,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/83787790/thumbnails/1.jpg","file_name":"Jan_March_2022_Journal_IWWA_pages_65_71.pdf","download_url":"https://www.academia.edu/attachments/83787790/download_file?st=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Characterization_of_Hydrogeological_Beha.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/83787790/Jan_March_2022_Journal_IWWA_pages_65_71-libre.pdf?1649684082=\u0026response-content-disposition=attachment%3B+filename%3DCharacterization_of_Hydrogeological_Beha.pdf\u0026Expires=1733267477\u0026Signature=FFWnwsedjCg-YL9ZDgQA2Ayf3fXkRSZYf9K-tOwEF5xVDcuyZKvRQyyXMNjmgy1uQpQ293jAb4QAqplWYkQO7izLt8QWChb9T3MIX9n2GXfRw7--PUCknw5XxGrFfuJ0sn1I8MI2wgTOpnda1PtzHF4qyy7WjzP-UlZh6r3PBLNt4FJiAeC3PusEpmYKAIycgaX4uZ30x9Rtdxp~4EovBKzx3qlK~dnh~21-YU74lsJj81dp7Lf-maoIRmQHy6y3fImZr1XQPq-yjF1vV2QAy3E7OLoyLA8xJUJUfLWy3R0rRbHaCthxLjiiUCTTOEKk9UekX~1j-2y6XRYUbxApjg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Characterization_of_Hydrogeological_Behaviour_of_PG_4_Watershed_Through_Morphometric_Analysis_of_Painganga_Basin_Buldhana_Maharashtra","translated_slug":"","page_count":7,"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>, 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=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&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. 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.","publication_date":{"day":null,"month":null,"year":2021,"errors":{}},"publication_name":"Journal of Geomatics"},"translated_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. 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.","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=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&","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 . 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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=MTczMzI2Mzk2Myw4LjIyMi4yMDguMTQ2&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. 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