{"id":2396,"date":"2021-05-12T15:55:30","date_gmt":"2021-05-12T08:55:30","guid":{"rendered":"https:\/\/www.ict.mahidol.ac.th\/sdg\/?p=2396"},"modified":"2021-11-09T16:49:13","modified_gmt":"2021-11-09T09:49:13","slug":"assessing-reservoir-reoperation-performances-through-adapted-rule-curve-and-hedging-policies-under-climate-change-scenarios-in-depth-investigation-of-case-study-of-bhumibol-dam-in-thailand","status":"publish","type":"post","link":"https:\/\/www.ict.mahidol.ac.th\/sdg\/assessing-reservoir-reoperation-performances-through-adapted-rule-curve-and-hedging-policies-under-climate-change-scenarios-in-depth-investigation-of-case-study-of-bhumibol-dam-in-thailand\/","title":{"rendered":"Assessing Reservoir Reoperation Performances through Adapted Rule Curve and Hedging Policies under Climate Change Scenarios: In\u2013depth Investigation of Case Study of Bhumibol Dam in Thailand"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-post\" data-elementor-id=\"2396\" class=\"elementor elementor-2396\" data-elementor-post-type=\"post\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-885643b elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"885643b\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-e211962\" data-id=\"e211962\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-72f3f83 elementor-widget elementor-widget-heading\" data-id=\"72f3f83\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Journal \/Conference<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3c905f5 elementor-widget elementor-widget-text-editor\" data-id=\"3c905f5\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p>The 10th International Conference on Environmental Engineering, Science and Management<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b7c3bff elementor-widget elementor-widget-heading\" data-id=\"b7c3bff\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Authors<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-533c9fb elementor-widget elementor-widget-text-editor\" data-id=\"533c9fb\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p>Khin Muyar Kyaw (1), Areeya Rittima (1), Yutthana Phankamolsil (2), Allan Sriratana Tabucanon (3), Wudhichart Sawangphol (4), Jidapa Kraisangka (4), Yutthana Talaluxmana (5),<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-89318ed elementor-widget elementor-widget-heading\" data-id=\"89318ed\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Affiliation<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d043f81 elementor-widget elementor-widget-text-editor\" data-id=\"d043f81\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<ol><li>Department of Civil and Environmental Engineering, Faculty of Engineering, Mahidol University, Thailand<\/li><li>Environmental Engineering and Disaster Management Program, Mahidol University, Kanchanaburi Campus, Thailand<\/li><li>Faculty of Environment and Resource Studies, Mahidol University, Thailand<\/li><li>Faculty of Information and Communication Technology, Mahidol University, Thailand<\/li><li>Department of Water Resources Engineering, Faculty of Engineering, Kasetsart University, Thailand<\/li><li>Department of Irrigation Engineering, Faculty of Engineering at Kamphaengsaen, Kasetsart University, Thailand<\/li><\/ol>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-eaac6d6 elementor-widget elementor-widget-heading\" data-id=\"eaac6d6\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Abstract\n<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8529f97 elementor-widget elementor-widget-text-editor\" data-id=\"8529f97\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"text-align: justify;\">The adaptation measures on water resources management through the forecast\u2013based dam and reservoir reoperation have been intensively introduced to reduce the persistence of disaster risk and enhance water supply reliability. In this study, reoperating the Bhumibol (BB) dam with adapted rule curve and hedging policy as well as modelling exercise with MIKE11 to generate series of reservoir inflow was conducted. Five periods of the projected inflow of BB dam were then generated; 2000\u20132020 (baseline), 2021\u20132040, 2041\u20132060, 2061\u20132080 and 2081\u20132099 based on the simulation of EC\u2013EARTH under RCP4.5. The water balance\u2013based reservoir reoperation model for current and projected incidents were established using MATLAB Simulink Toolbox to explore the operational performances in terms of reliability, vulnerability and resiliency indices. The simulation results show considerable changes in the seasonal and annual patterns of reservoir inflow, which are key factors influencing the complexity and effectiveness of reservoir management in both the current and future operations. Additionally, the percentage increase in water storage after reoperating with all scenarios of adapted rule curve are not much deviated in comparison with the observed results. However, applying two\u2013point, three\u2013point, and zone\u2013based hedging for reservoir reoperations exhibit high potential to significantly increase reservoir water storage in dry and wet seasons. The simulation results also show that even hedging policy provides good results in raising water storage in the reservoir. However, effectiveness of operational performance is apparently lower than those scenarios performed by adapted rule curve. All the performance indices for the future case signify level of incapability of dam operation system in meeting target water demand, which is worse than the current case due to the declined pattern of reservoir inflow. Therefore, optimal reoperation with optimization\u2013based approach is highly suggested in maximizing the multiple benefit of dam and reservoir systems and coping with climate variability.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-42e8e45 elementor-widget elementor-widget-heading\" data-id=\"42e8e45\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">DOI \/ Link<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-32fb21e elementor-widget elementor-widget-text-editor\" data-id=\"32fb21e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<ul><li><a href=\"https:\/\/www.researchgate.net\/publication\/351116835_Assessing_Reservoir_Reoperation_Performances_through_Adapted_Rule_Curve_and_Hedging_Policies_under_Climate_Change_Scenarios_In-depth_Investigation_of_Case_Study_of_Bhumibol_Dam_in_Thailand\" target=\"_blank\" rel=\"noopener\">https:\/\/www.researchgate.net\/publication\/<\/a><\/li><\/ul>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-46acec6 elementor-widget elementor-widget-image\" data-id=\"46acec6\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/www.ict.mahidol.ac.th\/sdg\/wp-content\/uploads\/2021\/11\/The-10th-International-Conference-on-Environmental-Engineering-Science-and-Management.png\" data-elementor-open-lightbox=\"yes\" data-elementor-lightbox-title=\"The 10th International Conference on Environmental Engineering, Science and Management\" 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Wudhichart Sawangphol (4), Jidapa Kraisangka (4), Yutthana Talaluxmana (5), Affiliation Department of Civil and Environmental Engineering, Faculty of Engineering, Mahidol University, Thailand Environmental Engineering and Disaster Management Program, [&hellip;]<\/p>\n<div class=\"pvc_clear\"><\/div>\n<p class=\"pvc_stats all \" data-element-id=\"2396\" style=\"\"><i class=\"pvc-stats-icon small\" aria-hidden=\"true\"><svg xmlns=\"http:\/\/www.w3.org\/2000\/svg\" version=\"1.0\" viewBox=\"0 0 502 315\" preserveAspectRatio=\"xMidYMid meet\"><g transform=\"translate(0,332) scale(0.1,-0.1)\" fill=\"\" stroke=\"none\"><path d=\"M2394 3279 l-29 -30 -3 -207 c-2 -182 0 -211 15 -242 39 -76 157 -76 196 0 15 31 17 60 15 243 l-3 209 -33 29 c-26 23 -41 29 -80 29 -41 0 -53 -5 -78 -31z\"\/><path d=\"M3085 3251 c-45 -19 -58 -50 -96 -229 -47 -217 -49 -260 -13 -295 52 -53 146 -42 177 20 16 31 87 366 87 410 0 70 -86 122 -155 94z\"\/><path d=\"M1751 3234 c-13 -9 -29 -31 -37 -50 -12 -29 -10 -49 21 -204 19 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