{"id":34200,"date":"2024-12-10T16:50:01","date_gmt":"2024-12-10T15:50:01","guid":{"rendered":"https:\/\/www.vtei.cz\/2024\/12\/scenare-budouci-potreby-vody-do-roku-2050-sektorove-analyzy-a-prognozy-2\/"},"modified":"2024-12-11T21:39:42","modified_gmt":"2024-12-11T20:39:42","slug":"future-water-demand-scenarios-to-2050-sectoral-analyses-and-forecasts","status":"publish","type":"post","link":"https:\/\/www.vtei.cz\/en\/2024\/12\/future-water-demand-scenarios-to-2050-sectoral-analyses-and-forecasts\/","title":{"rendered":"Future water demand scenarios to 2050: sectoral analyses and forecasts"},"content":{"rendered":"<h2 class=\"03NADPIS2\">ABSTRACT<\/h2>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\" style=\"letter-spacing: 0pt;\">This article presents the\u00a0results of\u00a0the\u00a0sub-objective \u201c<span class=\"01ITALIC\">Scenarios of\u00a0future water demands for different climate scenarios and individual sectors of\u00a0water use<\/span>\u201d (DC 1.1). Which is part of\u00a0TA CR project No. SS02030027 \u201c<span class=\"01ITALIC\">Water systems and water management in\u00a0the\u00a0Czech Republic and climate change conditions (Water Centre)<\/span>\u201d and is a\u00a0sub-part of\u00a0the\u00a0WP 1 \u201c<span class=\"01ITALIC\">Prediction of\u00a0the\u00a0development of\u00a0water resources security in\u00a0the\u00a0Czech Republic until 2050 in\u00a0regions depending on climate change<\/span>\u201d. The\u00a0project was implemented between 2020 and 2024 and involved the\u00a0following organisations: TGM Water Research Institute (TGM WRI); University of\u00a0Chemistry and Technology in\u00a0Prague (UCT); Czech Technical University in\u00a0Prague (CTU), Faculty of\u00a0Civil Engineering; CzechGlobe \u2013 Global Change Research Institute of\u00a0the\u00a0Czech Academy of\u00a0Sciences (CAS); Czech University of\u00a0Life Sciences in\u00a0Prague (CZU); and Charles University in\u00a0Prague, Faculty of\u00a0Science \u2013 as a\u00a0subcontractor. This article deals with the\u00a0projection of\u00a0future water demand up to 2050 through sectoral analyses and forecasts. The\u00a0solution uses different scenarios that consider factors such as population growth, economic development, climate change, technological advances and policy decisions, and focuses on water demand for the\u00a0following sectors: agriculture, industry, energy industry, and households. It also assesses the\u00a0potential impacts of\u00a0different scenarios on the\u00a0availability of\u00a0water resources. The\u00a0results show that in\u00a0some regions, depending on the\u00a0scenario considered, there may be a\u00a0significant increase in\u00a0water demand, which could lead to water scarcity and therefore require the\u00a0implementation of\u00a0new strategies for efficient water management. Conversely, in\u00a0some regions, a\u00a0decline in\u00a0economic activity and population migration may lead to a\u00a0reduction in\u00a0water demand. The\u00a0paper further describes the\u00a0potential uncertainties and variables affecting the\u00a0prediction of\u00a0future water demand, while highlighting the\u00a0importance of\u00a0sectoral analysis for understanding future trends in\u00a0water management.<\/span><\/p>\n<h2 class=\"03NADPIS2\">INTRODUCTION<\/h2>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\" style=\"letter-spacing: 0pt;\">Water is an essential resource for life on Earth and at the\u00a0same time plays a\u00a0key role in\u00a0all areas of\u00a0human activity, from agriculture to industry, electricity and heat production to household operations. With climate change and changing water demands from different sectors, the\u00a0issue of\u00a0future water demand is becoming increasingly urgent. The\u00a0issue of\u00a0the\u00a0future availability of\u00a0water resources is a\u00a0complex topic that includes a\u00a0number of\u00a0key aspects, such as changes in\u00a0the\u00a0distribution of\u00a0precipitation in\u00a0time and space (some areas may experience periods of\u00a0drought, others periods of\u00a0torrential rain), increase in\u00a0temperature, increase in\u00a0water evaporation from vegetation and water bodies, economic development and industrialization requiring more water for industry and energy industry, increasing population living standards and the\u00a0associated higher water consumption in\u00a0households, and the\u00a0growing demand for water in\u00a0agriculture to ensure food security. The\u00a0basic prerequisite for solving the\u00a0aforementioned issue is to obtain\u00a0information about the\u00a0future demand for water in\u00a0various sectors and its distribution across the\u00a0Czech Republic, with a\u00a0subsequent comparison with future available sources. The\u00a0result should then be a\u00a0more efficient use of\u00a0water in\u00a0agriculture, industry, energy industry and households, associated with the\u00a0development of\u00a0technologies for water treatment and recycling, building water infrastructure for water retention and transport, and also with the\u00a0improvement of\u00a0forecasting systems for water management. It is a\u00a0key integrated approach that considers all the\u00a0aspects mentioned above and seeks levelled off solutions to ensure sustainable management of\u00a0water resources in\u00a0the\u00a0future. As\u00a0this is a\u00a0relatively extensive issue, it was dealt with by a\u00a0wider team of\u00a0experts of\u00a0various specializations divided into several teams focused on a\u00a0certain\u00a0area of\u00a0water demand estimation. Based on available data and forecasts, the\u00a0development of\u00a0water demand in\u00a0the\u00a0coming decades will be predicted. Based on these findings, the\u00a0follow-up activities of\u00a0other work packages within\u00a0the\u00a0\u201c<span class=\"01ITALIC\">Water Centre<\/span>\u201d will determine what strategies can be implemented to ensure sustainable and equal distribution of\u00a0this valuable resource.<\/span><\/p>\n<h2 class=\"03NADPIS1umenen\">Water demand analysis for\u00a0industry<\/h2>\n<h3 class=\"03NADPIS2\" style=\"margin-top: 0cm;\">METHODOLOGY AND SOURCES USED<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">The\u00a0goal of\u00a0the\u00a0researchers from UCT was to analyse the\u00a0current demand for water in\u00a0industry in\u00a0the\u00a0Czech Republic and to obtain\u00a0data for the\u00a0quantification of\u00a0future demand. The\u00a0input was data on registered surface and groundwater abstractions and wastewater discharges for 2009\u20132019, based on Decree\u00a0no.\u00a0431\/2001 Coll., managed by the\u00a0State River Basin\u00a0Authorities. These are data on direct abstractions and discharges reported by individual entities; therefore, they do not include information on the\u00a0use of\u00a0water from public water supply systems and the\u00a0discharge of\u00a0water into public sewers.<\/span><\/p>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">\u00a0<\/span><span lang=\"EN-GB\">The\u00a0data was divided into three groups:<\/span><\/p>\n<hr \/>\n<ol>\n<li>Aggregated data on annual discharge\/abstraction volumes for individual sectors for 2009\u20132019 related to regions and districts that became the\u00a0basis for monitoring development and trends.<br \/>\n<hr \/>\n<\/li>\n<li>Detailed data on the\u00a0most important entities in\u00a0water management in\u00a0individual sectors. The\u00a0so-called TOP 7 \u2013 detailed data for entities reporting the\u00a0largest volumes of\u00a0water abstracted and\/or discharged in\u00a0the\u00a0given sector. Each of\u00a0the\u00a0selected parameters (surface water abstraction, groundwater abstraction, wastewater discharge) was evaluated separately, with 2019 being the\u00a0most important year.<br \/>\n<hr \/>\n<\/li>\n<li>Complete unclassified data on abstraction and discharge (i.e. for all sectors, not only industry) for 2009\u20132019, used primarily in\u00a0the\u00a0checking for and tracing of\u00a0possible discrepancies.<\/li>\n<\/ol>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">The\u00a0aggregated data was processed in\u00a0both tabular and graphical form, so that it was possible to determine the\u00a0most important sectors for individual territorial units and to monitor possible trends in\u00a0the\u00a0demand and consumption of\u00a0water. The\u00a0initial analysis was carried out at the\u00a0level of\u00a0the\u00a0Czech Republic and its regions, then it was extended to districts. In\u00a0addition to annual abstraction (or discharge), data on seasonal fluctuations were also processed, i.e. abstractions in\u00a0individual months.<\/span><\/p>\n<h3 class=\"03NADPIS2\">SUMMARY OF RESULTS<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">It was found that in\u00a0the\u00a0case of\u00a0surface water, the\u00a0chemical industry is the\u00a0largest user in\u00a0the\u00a0Czech Republic, followed by paper production, metal processing, and mining. Groundwater abstraction is generally associated primarily with mining and food industry; other sectors show significantly lower values. There are also big between regions; at the\u00a0regional level, the\u00a0largest industrial surface water abstraction was recorded in\u00a0the\u00a0\u00dast\u00ed Region, mostly involving chemical and paper industries. Regarding groundwater, the\u00a0Moravian-Silesian and Central Bohemian Regions show the\u00a0highest values, with the\u00a0majority in\u00a0the\u00a0Moravian-Silesian Region associated with mining.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">Although it is a\u00a0generally accepted fact that industrial demand for water in\u00a0the\u00a0Czech Republic has been decreasing for a\u00a0long time, this rule cannot be applied as universally valid under all conditions. Data analysis shows that there are differences both between industries as a\u00a0whole and between individual regions. However, despite these differences, it can be stated that the\u00a0prevailing trend toward the\u00a0end of\u00a0the\u00a0analysed period 2009-2019 was balancing the\u00a0volumes of\u00a0water abstracted, without extreme fluctuations.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\" style=\"letter-spacing: 0pt;\">At the\u00a0district level, the\u00a0resulting progress of\u00a0abstraction and discharges is in\u00a0many cases much more fluctuating, often without clear trends. This is partly due to the\u00a0fact that the\u00a0sources of\u00a0discrepancies found in\u00a0regional analysis are more pronounced in\u00a0smaller territorial units, and partly due to the\u00a0fact that at the\u00a0district level the\u00a0number of\u00a0entities of\u00a0one industry is limited. Sometimes an industry is represented by a\u00a0single enterprise whose operation defines the\u00a0entire progress of\u00a0time. It is in\u00a0such cases (i.e., there is only one important water management entity in\u00a0an area) that it is possible to observe the\u00a0convergence of\u00a0trends at the\u00a0regional and district level. A\u00a0typical example is the\u00a0\u00dast\u00ed Region and the\u00a0Litom\u011b\u0159ice District, where the\u00a0values of\u00a0abstraction and discharge of\u00a0paper industry are basically determined by a\u00a0single company, Mondi \u0160t\u011bt\u00ed, a. s.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">As part of\u00a0the\u00a0research, the\u00a0seasonality of\u00a0abstraction was also determined. The\u00a0analysis confirmed that there are differences not only between sectors, but also within\u00a0individual sectors. Some sectors show more or less levelled off consumption throughout the\u00a0year; for others a\u00a0decrease in\u00a0the\u00a0summer is characteristic, indicating regular summer shutdowns, or other reasons for the\u00a0abstraction regime reducing abstractions in\u00a0the\u00a0summer period. In\u00a0contrast, there are companies showing abstraction peaks in\u00a0July and August. An important finding is the\u00a0fact that recorded monthly deviations can vary significantly from year to year for a\u00a0given entity.<\/span><\/p>\n<h3>CONCLUSIONS AND THEIR UNCERTAINTIES<\/h3>\n<p>Industry in\u00a0the\u00a0Czech Republic is still diverse, export-oriented, and not subject to central planning. It is therefore influenced by a\u00a0number of\u00a0factors (economic, social, political; not only at the\u00a0local but also international level), which are difficult or even impossible to predict with sufficient accuracy. More detailed outlooks for individual sectors as a\u00a0whole are not available, and obtaining information about specific entities is complicated.<\/p>\n<p>With regard to the\u00a0above-mentioned facts, a\u00a0simplified approach was chosen based on a\u00a0combination of\u00a0monitoring current trends in\u00a0water abstraction and discharge, with an effort to obtain\u00a0at least a\u00a0general idea of\u00a0the\u00a0development of\u00a0individual industries until 2050.<\/p>\n<p>The\u00a0results of\u00a0data analyses can be summarized in\u00a0a\u00a0relatively simple statement: as the\u00a0size of\u00a0the\u00a0analysed territorial units decreased, the\u00a0volatility of\u00a0the\u00a0data series increased and clear long-term trends disappeared. In\u00a0contrast, possible seasonal fluctuations became more apparent.<\/p>\n<p>Based on the\u00a0results achieved, it was decided that the\u00a0issue of\u00a0future water demand in\u00a0industry will not be dealt with by predicting changes over time, but by setting three fixed levels which will enable the\u00a0comparison of\u00a0realistically available water resources at a\u00a0given time. The\u00a0starting point for their determination was the\u00a0abstraction analysis at the\u00a0regional level. This approach can be used not only for annual, but also for monthly values, to capture fluctuations in\u00a0abstraction during the\u00a0year.<\/p>\n<h4>Baseline value<\/h4>\n<p>Baseline values are based on the\u00a0assumption that industrial demand for water in\u00a0the\u00a0future will be similar to the\u00a0present, or by the\u00a0end of\u00a0the\u00a0evaluated period 2009\u20132019. The\u00a0value for each sector will be calculated as an average of\u00a0four years, which were selected based on data evaluation at the\u00a0regional level. In\u00a0most cases, it concerns years 2016\u20132019, when Czech industry was in\u00a0good shape and the\u00a0most common trend in\u00a0water abstraction was a\u00a0more or less steady state. For industries or regions where there were significant fluctuations in\u00a0these years, development of\u00a0water demand was analysed in\u00a0more detail and other years were selected for calculation (<em>Fig.\u00a01<\/em>).<\/p>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-1-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34138 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-1-1.jpg\" alt=\"\" width=\"800\" height=\"666\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-1-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-1-1-300x250.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-1-1-768x639.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/666;\" \/><\/a>\n<h6>Fig. 1. Surface and groundwater abstraction scenarios for industry up to 2050 based on data from 2009\u20132019 in sub-sectors<\/h6>\n<h4>Maximum value<\/h4>\n<p>The\u00a0largest volume of\u00a0abstracted water recorded in\u00a02009\u20132019 will be used as the\u00a0maximum value of\u00a0future abstractions. This provides a\u00a0realistic estimate of\u00a0possible positive deviations from the\u00a0baseline (<em>Fig.\u00a01<\/em>).<\/p>\n<h4>Critical value (must not be exceeded)<\/h4>\n<p>The data contains information not only on abstraction and discharge, but also on maximum permitted volumes. In the analysed period 2009\u20132019, the limits for groundwater and surface water abstractions were not fully used, and therefore provide a reserve that is at least theoretically available to the relevant businesses. It is a realistic assumption that the limits for specific entities will not be\u00a0increased in\u00a0the\u00a0future, and thus determine a\u00a0critical limit for the\u00a0use of\u00a0water resources, which can be compared with the\u00a0expected future demand (<em>Fig.\u00a01<\/em>).<\/p>\n<p>The\u00a0above-mentioned approach naturally brings with it certain\u00a0risks and uncertainties:<\/p>\n<ol>\n<li>Insufficiently clear or misleading trends<br \/>\nTotal demand for water in\u00a0industry in\u00a0the\u00a0Czech Republic has been decreasing for a\u00a0long time; however, simply projecting this fact into the\u00a0future could lead to completely wrong conclusions (theoretically to almost zero water demand). Conversely, any growth observed in\u00a0a\u00a0certain\u00a0industry and region cannot simply be extrapolated into the\u00a0future based on a\u00a0mathematical calculation. Even the\u00a0steady state observed in\u00a0a\u00a0number of\u00a0industries in\u00a0recent years does not mean that there will be no fundamental changes in\u00a0the\u00a0future.<\/li>\n<li>The\u00a0issue of\u00a0transferring trends and forecasts to a\u00a0lower level of\u00a0territorial units or individual entities<br \/>\nTrends valid at the\u00a0national or regional level may not be valid for a\u00a0smaller area. The\u00a0project envisages modelling water management balance at the\u00a0level of\u00a0small units \u2013 hydrogeological districts and water bodies, where it can be expected that the\u00a0situation will also be assessed at individual abstraction points, i.e. individual entities. In\u00a0such a\u00a0case, it will largely depend on local conditions.<\/li>\n<li>Creation or disappearance of\u00a0entities<br \/>\nA\u00a0prediction based on the\u00a0analysis of\u00a0historical data cannot, in\u00a0principle, work with the\u00a0possible demise of\u00a0the\u00a0business (in\u00a0the\u00a0sense of\u00a0ending production) and especially with the\u00a0construction of\u00a0a\u00a0new one (primarily on so-called green field).<\/li>\n<li>Suitability of\u00a0authorized abstraction<br \/>\nAs mentioned earlier, permitted abstraction of\u00a0surface and groundwater will serve in\u00a0the\u00a0prediction of\u00a0water demand as a\u00a0limit that future development must not exceed. Given that in\u00a0some cases the\u00a0permitted values are significantly higher than the\u00a0real state, it is not guaranteed that the\u00a0current yield of\u00a0the\u00a0relevant water resources allows them to be achieved.<\/li>\n<\/ol>\n<h3 class=\"03NADPIS1umenen\">Water demand for agriculture: Irrigation water demand\u00a0\u2013 from\u00a0the\u00a0point of\u00a0view of\u00a0irrigation technology<\/h3>\n<h3 class=\"03NADPIS2\" style=\"margin-top: 0cm;\">METHODOLOGY<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">The\u00a0aim of\u00a0the\u00a0CTU working group was to try to outline the\u00a0development of\u00a0irrigation in\u00a0the\u00a0Czech Republic by 2050 and to hypothesize what technology will be used and whether the\u00a0irrigable area will increase or decrease; subsequently, in\u00a0cooperation with project partners, determine how many water resources for irrigation and other sectors of\u00a0human activity would need to be secured in\u00a0this time horizon in\u00a0individual regions.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">An analysis of\u00a0the\u00a0available documents describing the\u00a0current state was used\u00a0[1\u20134]. It mainly concerned information on the\u00a0structure of\u00a0crop production and on the\u00a0technical parameters of\u00a0irrigation \u2013 i.e. where it is technically possible to irrigate crops with regard to the\u00a0availability of\u00a0resources and infrastructure (irrigable areas). The\u00a0irrigation detail enabling efficient irrigation was also dealt with (minimization of\u00a0water loss and accurate dosing of\u00a0irrigation water). For its current use for crop irrigation, the\u00a0values of\u00a0the\u00a0loss coefficients K<span class=\"01DOLNIINDEX\">1 <\/span>and K<span class=\"01DOLNIINDEX\">2<\/span> were specified; see <span class=\"01ITALIC\">Tab.\u00a02<\/span> (CzechGlobe). For the\u00a0prediction of\u00a0water requirements, the\u00a0long-term trend of\u00a0the\u00a0development of\u00a0climatic parameters determining the\u00a0demand for additional irrigation for individual crops in\u00a0the\u00a0event of\u00a0changes in\u00a0agroclimatic areas is also considered (Czech Statistical Office\u00a0\u2013 CZSO and the\u00a0Crop Research Institute \u2013 CRI).<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">Current data on irrigation (irrigated areas) was taken from the\u00a0ISMS database (SOWAC-GIS geoportal map project). Data from the\u00a0<span class=\"01ITALIC\">Land Parcel Identification System<\/span> (LPIS) were used for crop occurrence\u00a0[5, 6].<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">An analysis of\u00a0the\u00a0irrigation abstraction database (TGM WRI) was carried out for individual catchments, and the\u00a0ambiguities found were discussed with representatives of\u00a0the\u00a0State River Basin\u00a0Authorities\u00a0[7]. The\u00a0database provided the\u00a0amount of\u00a0surface and groundwater currently abstracted for irrigation for 2014\u20132021; the\u00a0data was subsequently processed for individual sub-basins and surface water bodies\u00a0[8].<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">By determining the\u00a0demand for water for individual crops (data from CZU)\u00a0[9], an estimate was subsequently created of\u00a0total demand for irrigation water for individual surface water bodies and quantification of\u00a0the\u00a0necessary water sources for irrigation. When predicting future water abstraction for irrigation, updated water losses forced by irrigation technology are already considered\u00a0[10], and all calculations and estimates were made for predicted climatic conditions.<\/span><\/p>\n<h3 class=\"03NADPIS2\">RESULTS<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">For selected relevant data from the\u00a0TGM WRI database, the\u00a0annual volume of\u00a0water abstracted for irrigation in\u00a02014\u20132021 was in\u00a0the\u00a0range of\u00a018\u201331\u00a0million\u00a0m<sup><span class=\"01HORNIINDEX\">3<\/span><\/sup>, which accounted for roughly 1.4\u00a0% of\u00a0total annual water consumption in\u00a0the\u00a0Czech Republic. The\u00a0biggest amount of\u00a0irrigation water was abstracted in\u00a02018; the\u00a0amount has been gradually decreasing since. Water was abstracted mainly from surface water, with less than 10\u00a0% reported from groundwater. The\u00a0largest amount of\u00a0irrigation water for the\u00a0analysed period (45\u00a0% of\u00a0the\u00a0total average amount) was abstracted in\u00a0the\u00a0Dyje catchment. The\u00a0rate of\u00a0use of\u00a0the\u00a0monthly amount of\u00a0water legally abstracted (in\u00a0the\u00a0months of\u00a0the\u00a0general growing season) was recorded partly inaccurately; for example, collectively for the\u00a0growing season, by wrong reading of\u00a0the\u00a0water meter, or ambiguously in\u00a0the\u00a0case of\u00a0groundwater abstraction. In\u00a0some cases, the\u00a0permitted values were exceeded (around 30\u00a0%).<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">The\u00a0provided soil water balances of\u00a0individual crops (CZU) were evaluated; consequently, the\u00a0water demand for individual surface water bodies was recalculated for the\u00a0selected crops and the\u00a0considered periods.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">As part of\u00a0determining scenarios for irrigation water abstraction, combinations of\u00a0irrigation water demand for \u201chop fields\u201d, \u201cvineyards\u201d, \u201corchards\u201d, \u201carable land\u201d, and \u201cpermanent grassland\u201d were created for each surface water body for irrigated and non-irrigated areas in\u00a0the\u00a0\u201caverage growing season GS\u201d, in\u00a0\u201cDry season \u2013 sensitive growing season SGS\u201d and as \u201chorizon 2050 prediction for growing season GS\u201d\u00a0[11\u201315]. All results are part of\u00a0the\u00a0overall CTU report in\u00a0tabular digital form and an example of\u00a0the\u00a0graphical display of\u00a0irrigation water demand for individual surface water bodies in\u00a0the\u00a0\u201cforecast GS\u201d variant; see <span class=\"01ITALIC\">Fig.\u00a01<\/span>.<\/span><\/p>\n<ul>\n<li class=\"01TEXT-ODRAZKY\">\u201cAverage 12 years GS\u201d variant describes the\u00a0current state calculated from real measured values 2010\u20132021; it can be considered as the\u00a0lowest demand of\u00a0water for irrigation.<\/li>\n<li class=\"01TEXT-ODRAZKY\">\u201cDry SGS\u201d variant was calculated for sensitive growing seasons as the\u00a0average of\u00a0the\u00a0two extreme years 2015 and 2018, representing the\u00a0potentially highest irrigation water demand in\u00a0a\u00a0sensitive growing season.<\/li>\n<li class=\"01TEXT-ODRAZKY\">\u201cForecast GS\u201d variant estimates future demand for irrigation water for the\u00a0vegetation period of\u00a0the\u00a0given crop (GS) from the\u00a0simulated values of\u00a0soil water balances 2022\u20132050.<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<h6><a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-2-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34136 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-2-1.jpg\" alt=\"\" width=\"800\" height=\"584\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-2-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-2-1-300x219.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-2-1-768x561.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/584;\" \/><\/a>Fig. 2. Illustration of irrigation water requirements per growing season in m<sup>3<\/sup> in\u00a0individual UDPs, variant \u201eforecast GS\u201c. (Source: CTU)<\/h6>\n<h3 class=\"03NADPIS1\"><span style=\"font-size: 14.0pt; color: #00aecb; text-transform: uppercase; letter-spacing: 0pt;\">UNCERTAINTIES<\/span><\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\" style=\"letter-spacing: 0pt;\">Considering the\u00a0ambiguities of\u00a0the\u00a0recorded values of\u00a0irrigation abstraction, the\u00a0rates of\u00a0use of\u00a0the\u00a0monthly amount of\u00a0water legally abstracted were discussed with the\u00a0employees of\u00a0the\u00a0State River Basin\u00a0Authorities. Calculations of\u00a0irrigation water demand are made on the\u00a0basis of\u00a0current knowledge and currently available data. Clearly, even these results are burdened with uncertainties; for example, there is a\u00a0lack of\u00a0updating of\u00a0the\u00a0database of\u00a0actually irrigated areas and their connection to abstraction points. When calculating the\u00a0amount of\u00a0water for irrigation, uncertainties arose due to the\u00a0inconsistency of\u00a0the\u00a0defined LPIS categories (\u201chop fields\u201d, \u201cvineyards\u201d, \u201corchards\u201d, \u201carable land\u201d, and \u201cpermanent grassland\u201d) with the\u00a0provided soil water balances of\u00a0individual specific agricultural crops (see CzechGlobe). Uncertainties also exist in\u00a0the\u00a0socio-economic area because the\u00a0structure of\u00a0crops, as well as the\u00a0decisions of\u00a0economic entities to support the\u00a0construction and subsequent use of\u00a0irrigation, are significantly influenced by the\u00a0economy, subsidy titles, and the\u00a0common European market. In\u00a0comparison to the\u00a0previous ones, the\u00a0uncertainties in\u00a0the\u00a0area of\u00a0regional climatic development are also lower (although not negligible).<\/span><\/p>\n<h3 class=\"03NADPIS2\">CONCLUSIONS AND RECOMMENDATIONS<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">The\u00a0analysis of\u00a0the\u00a0irrigation abstraction database determined the\u00a0used amounts of\u00a0water in\u00a0individual river basins, searched for and named ambiguities in\u00a0the\u00a0entries of\u00a0values.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">Analysis of\u00a0irrigation technologies in\u00a0the\u00a0Czech Republic and estimation of\u00a0their irrigation water losses enabled calculation of\u00a0the\u00a0approximate maximum amount of\u00a0water needed for the\u00a0irrigation of\u00a0typical cultures \u201cvineyard\u201d, \u201chop fields\u201d and \u201corchards\u201d, including a\u00a0possible extrapolation to the\u00a0scenario of\u00a0covering the\u00a0entire area of\u00a0these cultures with irrigation. The\u00a0indicative amount of\u00a0water needed to irrigate \u201carable land\u201d and \u201cpermanent grassland\u201d was calculated; it is clear that irrigation on arable land will be decisively concentrated on vegetables and early potatoes, and on permanent grassland on meadows for the\u00a0production of\u00a0fodder for dairy cattle. Development towards full irrigation is not realistic here \u2013 it was only applied where irrigation is already in\u00a0place (which was considered an indicator of\u00a0the\u00a0fact that irrigated crops are grown there). This fact was verified according to CZSO data \u2013 which, however, are only available at the\u00a0district level until 2014.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">Without being able to make a\u00a0realistic balance of\u00a0the\u00a0availability of\u00a0water resources for individual irrigated areas, it is quite obvious that groundwater should not be massively used for irrigation in\u00a0critical areas, as it is valuable water that should be reserved for drinking purposes. In\u00a0addition, there will obviously be simultaneous occurrences of\u00a0the\u00a0demand for irrigation (longer periods of\u00a0heat and drought) and, simultaneously, low flows in\u00a0watercourses (longer periods of\u00a0drought and heat). Water demand will thus be covered only by the\u00a0construction of\u00a0additional reservoirs, or by modifying the\u00a0handling regulations of\u00a0existing reservoirs (if they have free capacity).<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">Implementation of\u00a0irrigation mathematical models can help (e.g. the\u00a0AQUA CROP model, registered by FAO). These methods will rather help to optimize the\u00a0size and timing of\u00a0irrigation doses; however, they do not influence the\u00a0overall water balance.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">We can see that the\u00a0state records a\u00a0large amount of\u00a0data and information, but often without a\u00a0concept, in\u00a0different places and without mutual continuity. Therefore, it is recommended to:<\/span><\/p>\n<ul>\n<li class=\"01TEXT-ODRAZKY\">link the\u00a0information from the\u00a0Ministries for the\u00a0purpose of\u00a0efficient management of\u00a0water and other resources.<\/li>\n<li class=\"01TEXT-ODRAZKY\">carry out a\u00a0detailed inventory of\u00a0land in\u00a0the\u00a0\u201cirrigated\u201d and \u201cirrigable\u201d category and introduce these as parameters into the\u00a0LPIS database.<\/li>\n<li class=\"01TEXT-ODRAZKY\">separate the\u00a0category \u201cwater for irrigation\u201d in\u00a0the\u00a0records of\u00a0water abstraction and assign irrigated land to individual sources \u2013 this can also be done in\u00a0the\u00a0LPIS or in\u00a0the\u00a0ISMS databases.<\/li>\n<\/ul>\n<h2 class=\"03NADPIS1umenen\">Water demand for irrigation from the\u00a0point of\u00a0view of\u00a0plant demand modelling: preparation of\u00a0scenarios for the\u00a0development of\u00a0climate parameters \u2013 selection of\u00a0models<\/h2>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\" style=\"letter-spacing: 0pt;\">Based on analysis within\u00a0the\u00a0excellent research projects of\u00a0the\u00a0Operational Programme Research, Development and Education \u2013 Sustainability of\u00a0Ecosystem Services (OPVVV SustES) and the\u00a0Operational Programme Jan Amos Komensk\u00fd\u00a0\u2013 Advanced Methods of\u00a0Emission Reduction and Sequestration of\u00a0Greenhouse Gases in\u00a0Agricultural and Forest Landscapes (OP JAK AdAgriF), the\u00a0CzechGlobe team systematically tested the\u00a0suitability of\u00a0methods for the\u00a0preparation of\u00a0usable and robust data for estimating future climate developments. The\u00a0team considered the\u00a0fact that the\u00a0latest set of\u00a0intercomparison projects of\u00a0the\u00a0Coupled Model Phase 6 \u2013 Global Circulation Model (CMIP6 GCM) includes models with different degrees of\u00a0spatial detail. Most simulations of\u00a0climate development in\u00a0the\u00a021st century have a\u00a0horizontal spatial resolution of\u00a0around 100 or 250\u00a0km. There is also a\u00a0small subset of\u00a0Global Circulation Models (GCMs) with a\u00a0resolution of\u00a0around 50\u00a0km, but their simulations end in\u00a0the\u00a0mid-21st century. Individual GCMs also differ in\u00a0the\u00a0complexity of\u00a0the\u00a0descriptions of\u00a0events in\u00a0the\u00a0climate system, the\u00a0methods of\u00a0parametrization of\u00a0smaller-scale phenomena, as well as the\u00a0formulation and numerical solution of\u00a0basic physical equations. It is natural that the\u00a0simulated climate diverges to a\u00a0certain\u00a0extent from reality and this difference changes in\u00a0space, time, or across physical quantities. After five years\u2019 research, GCMs that best affect the\u00a0climate of\u00a0Central Europe were preferred for simulations of\u00a0the\u00a0future Central European climate. Simultaneously, it is necessary to ensure that the\u00a0preferred GCMs (which are only a\u00a0subset of\u00a0all available GCMs) affect the\u00a0future climate development in\u00a0the\u00a0same way, with the\u00a0same degree of\u00a0uncertainty, as the\u00a0full set of\u00a0all available GCMs. That is, for the\u00a0selected subset of\u00a0GCMs not to represent models that, under the\u00a0same conditions, expect e.g.\u00a0higher increase in\u00a0temperature (or changes in\u00a0precipitation, wind, sunshine, etc.) than models that are outside the\u00a0selection. The\u00a0narrowing of\u00a0the\u00a0set of\u00a0climate models was carried out by the\u00a0procedure proposed by Meitner\u00a0[16].<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">In\u00a0accordance with the\u00a0methodology, from the\u00a0set of\u00a0around twenty CMIP6\u00a0GCMs (which had all the\u00a0necessary elements and emission scenarios available), those models that were not able to reliably simulate the\u00a0Central European climate of\u00a0the\u00a0recent past were excluded based on validation. From the\u00a0other models, six GCMs with a\u00a0resolution of\u00a0100\u00a0km and representing all four emission scenarios were selected so that this narrower selection represented the\u00a0entire original set of\u00a0models with its statistical properties, but enabled working with a\u00a0smaller number of\u00a0simulations. GCM selection was done with regard to all basic meteorological elements, which are further analysed, or used for the\u00a0calculation of\u00a0reference evapotranspiration and soil moisture by the\u00a0SoilClim model. The\u00a0model selection, together with the\u00a0available climate change scenarios, is shown in\u00a0<span class=\"01ITALIC\">Tab.\u00a01<\/span> below. GCMs with finer spatial resolution (100\u00a0km versus 250\u00a0km) were preferred.<\/span><\/p>\n<h5>Tab.\u00a01. Overview of models and country of origin; the nominal grid size in the equatorial region was approximately 100\u00a0\u00d7\u00a0100\u00a0km, and simulations of all models were available for all socioeconomic scenarios (SSP \u2013 see below)<\/h5>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-1-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34152 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-1-1.jpg\" alt=\"\" width=\"800\" height=\"648\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-1-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-1-1-300x243.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-1-1-768x622.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/648;\" \/><\/a>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">Climate change scenarios serve as a\u00a0source of\u00a0so-called boundary conditions for GCMs and reflect various possible future trajectories of\u00a0global development not only from the\u00a0point of\u00a0view of\u00a0emissions or resulting concentrations of\u00a0greenhouse gases in\u00a0the\u00a0atmosphere, but also in\u00a0terms of\u00a0various economic and social developments on the\u00a0planet. The\u00a0latest sixth assessment report of\u00a0the\u00a0IPCC (AR6) (available at: https:\/\/www.mzp.cz\/cz\/souhrnna_zprava_ipcc) works with scenarios of\u00a0socioeconomic development, known as Shared Socioeconomics Pathways (SSP). In\u00a0current nomenclature, the\u00a0SSP code includes both the\u00a0path of\u00a0socio-economic development (first number) and the\u00a0predicted impact of\u00a0anthropogenic emissions on the\u00a0greenhouse effect enhancement in\u00a0tenths of\u00a0W. m<sup><span class=\"01HORNIINDEX\">-2<\/span><\/sup> (watts per square metre \u2013 energy flow density).<\/span><\/p>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-3-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34134 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-3-1.jpg\" alt=\"\" width=\"800\" height=\"476\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-3-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-3-1-300x179.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-3-1-768x457.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/476;\" \/><\/a>\n<p>&nbsp;<\/p>\n<h6>Fig. 3. Illustration of the difference between the sum of precipitation and reference evapotranspiration in the so-called warm half-year (April\u2013September) for the reference period (a) 1981\u20132010 and the periods (b, e) 2020\u20132050, i.e. 2035, (c, f) 2030\u20132060, i.e. 2045 and (d, g) 2040\u20132070, i.e. 2055, for basin level IV. Maps b\u2013d show the change in absolute value, maps\u00a0e\u2013g show the nature of the climate signal, i.e. the relative change<\/h6>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">In\u00a0simple terms, the\u00a0individual climate change scenarios used for input into GCM simulations can be interpreted as follows:<\/span><\/p>\n<ul>\n<li class=\"01TEXT-ODRAZKY\">SSP1\u20132.6: sustainability; a\u00a0path of\u00a0development with the\u00a0greenhouse effect enhancement by up to 2.6 W. m<sup><span class=\"01HORNIINDEX\">-2<\/span><\/sup> compared to the\u00a0pre-industrial period,<\/li>\n<li class=\"01TEXT-ODRAZKY\">SSP2\u20134.5: middle of\u00a0the\u00a0road; degradation of\u00a0environmental systems, but some improvements regarding resource and energy use leading to\u00a0the\u00a0greenhouse effect enhancement by up to 4.5 W. m<sup><span class=\"01HORNIINDEX\">-2<\/span><\/sup>,<\/li>\n<li class=\"01TEXT-ODRAZKY\">SSP3\u20137.0: regional rivalry; conflicts allowing little economic development and\u00a0the\u00a0greenhouse effect enhancement by 7.0 W. m<sup><span class=\"01HORNIINDEX\">-2<\/span><\/sup>,<\/li>\n<li class=\"01TEXT-ODRAZKY\">SSP5\u20138.5: fossil-fuelled development; potential to enhance the\u00a0greenhouse effect by up to 8.5 W. m<sup><span class=\"01HORNIINDEX\">-2<\/span><\/sup>.<\/li>\n<\/ul>\n<h3 class=\"03NADPIS3\">Preparation of\u00a0climate scenarios<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\" style=\"letter-spacing: -.1pt;\">Unless we are concerned only with the\u00a0relative change of\u00a0meteorological elements, GCM outputs cannot be used directly. They are burdened with systematic error (e.g., in\u00a0Central Europe \u2013 an underestimation of\u00a0temperature by 1\u00a0\u00b0C, or overestimation of\u00a0precipitation by 25\u00a0%, etc.), which must first be removed by so-called bias correction. Alternatively, it is possible to work with climate change resulting from climate model simulations, which is linked directly to observed data. The\u00a0second approach is referred to as the\u00a0\u201cincremental method\u201d or \u201cdirect modification\u201d and is commonly used in\u00a0the\u00a0Czech Republic for modelling the\u00a0climate change impacts (e.g. on hydrological balance) as there is greater robustness using this method than when using climate model simulations with systematic error correction (so-called bias correction). To use the\u00a0\u201cincremental method\u201d in\u00a0the\u00a0daily step, it is advisable to apply transformations that consider not only changes in\u00a0averages, but also variability. This is made possible, for example, by the\u00a0Advanced Delta Change (ADC) method. Thanks to the\u00a0ADC method, the\u00a0change in\u00a0variability can also be included in\u00a0the\u00a0transformation. This simply means that the\u00a0extremes can vary differently than the\u00a0average, which correctly reflects our experience in\u00a0the\u00a0real world. When deriving precipitation changes from the\u00a0climate model, the\u00a0ADC method also considers systematic simulation errors, which may not be linear. Further details can be found in\u00a0van Pelt et al.\u00a0[17]. The\u00a0development of\u00a0the\u00a0basic set of\u00a0scenarios using the\u00a0ADC method, as well as the\u00a0selection and analysis for the\u00a0purposes of\u00a0this project, were carried out iteratively and in\u00a0close cooperation between the\u00a0CzechGlobe, CZU, and TGM WRI teams.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\" style=\"letter-spacing: -.1pt;\">These scenarios obtained as part of\u00a0the\u00a0OPVVV SustES and OP JAK AdAgriF projects were adapted for the\u00a0teams at the\u00a0\u201c<span class=\"01ITALIC\">Water Centre<\/span>\u201d into a\u00a0form suitable for the\u00a0model tools used here and tested in\u00a0detail. Although the\u00a0actual preparation of\u00a0scenarios and data analysis was not directly part of\u00a0the\u00a0contract for \u201c<span class=\"01ITALIC\">Water Centre<\/span>\u201d, it is necessary to mention the\u00a0basic description of\u00a0the\u00a0methods. At the\u00a0same time, the\u00a0individual simulation runs within\u00a0the\u00a0cascade of\u00a0irrigation and hydrological models are unique and used only within\u00a0the\u00a0\u201c<span class=\"01ITALIC\">Water Centre<\/span>\u201d.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\" style=\"letter-spacing: -.1pt;\">With regard to the\u00a0interpretation of\u00a0results, in\u00a0addition to the\u00a0reference period 1981\u20132010, we are working with 30-year time windows for the\u00a0future climate: 2020\u20132050<br \/>\n(referred to as \u201c2035\u201d), 2030\u20132060 (\u201c2045\u201d), and 2040\u20132070 (\u201c2055\u201d). The\u00a0periods overlap each other. Within\u00a0these time windows, statistical characteristics (including extremes) for the\u00a0given period can be evaluated. Similar to climate model simulations, it does not make sense to analyse and present individual days or years, but only statistics for the\u00a0entire period. Long-term trends can then be evaluated by connecting individual (sliding) periods in\u00a0future climate. An example of\u00a0the\u00a0output for the\u00a0water balance (i.e. difference between ETref and precipitation) in\u00a0growing season is shown in\u00a0<em><span class=\"01ITALIC\">Fig.\u00a03<\/span><\/em>.<\/span><\/p>\n<h3 class=\"03NADPIS3\">Analysis of\u00a0water demand for crop production<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\" style=\"letter-spacing: -.1pt;\">As part of\u00a0the\u00a0project, the\u00a0SoilClim model was used, among other things, for drought monitoring and forecasting in\u00a0the\u00a0www.intersucho.cz system, which is based on the\u00a0recommended methodology of\u00a0FAO\u00a0[18] and ASCE\u00a0[19]. The\u00a0SoilClim model outputs for the\u00a0climatological water balance were compared in\u00a0the\u00a0past for greater robustness with the\u00a0model of\u00a0the\u00a0Czech Hydrometeorological Institute AVISO with goodness of\u00a0fit (e.g. \u0160t\u011bp\u00e1nek et al.\u00a0[20]). Model estimates of\u00a0water demand in\u00a0the\u00a0SoilClim model were made for each grid with a\u00a0resolution of\u00a0500\u00a0\u00d7\u00a0500\u00a0m across the\u00a0entire Czech Republic based on daily meteorological data, data on inclination and exposure of\u00a0the\u00a0land (for considering the\u00a0radiation and energy balance), data on the\u00a0retention capacity and soil depth, and the\u00a0possible influence of\u00a0groundwater. In\u00a0individual cases, the\u00a0calculation was limited only to grids with agricultural land, or to irrigable grids. The\u00a0dynamics of\u00a0vegetation growth in\u00a0the\u00a0SoilClim model took into account the\u00a0connection of\u00a0plant development (but also the\u00a0date of\u00a0sowing\/planting\/sensitive periods\/harvest) to weather. Key factors influencing water demand (e.g. variable leaf area or rooting depth) are considered and change dynamically during the\u00a0season. For the\u00a0cases of\u00a0calculating water demand in\u00a0the\u00a0expected climate, the\u00a0CO<span class=\"01DOLNIINDEX\">2<\/span> effect on the\u00a0water regime of\u00a0plants is also included. On the\u00a0basis of\u00a0previous studies dealing with irrigation in\u00a0our country and a\u00a0search of\u00a0world specialist literature, the\u00a0key parameters of\u00a0vegetation cover were determined, which represented a\u00a0total of\u00a020 crops\/cultures, some of\u00a0which were assessed in\u00a0different regimes (e.g. orchards with bare soil or active growth in\u00a0intermediate rows). It was thus possible to determine the\u00a0relative water demand of\u00a0individual cultures. The\u00a0methodology includes a\u00a0change in\u00a0the\u00a0onset of\u00a0phenological works, changes in\u00a0sowing and harvesting dates, and thus also reflects a\u00a0change in\u00a0the\u00a0seasonality of\u00a0the\u00a0need for irrigation.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\" style=\"letter-spacing: -.1pt;\">When determining the\u00a0demand for soil water, all calculations were performed at the\u00a0level of\u00a0individual grids in\u00a0a\u00a0daily step, and the\u00a0irrigation dose was applied whenever soil water content of\u00a0a\u00a0root zone fell below 30\u00a0% of\u00a0retention capacity, i.e. the\u00a0limit was reached when water is relatively difficult for plants to access and their growth is subsequently significantly limited by lack of\u00a0soil water. With this \u201cmaintenance\u201d irrigation, the\u00a0survival of\u00a0the\u00a0culture is guaranteed. A\u00a0special regime was used for weeks when the\u00a0value of\u00a0the\u00a0irrigation efficiency factor taken from \u010cSN 75 0434 for the\u00a0given week and the\u00a0given crop indicated an efficiency factor higher than 40 (which means a\u00a0significant influence of\u00a0irrigation on economic yield). In\u00a0these cases, soil water content of\u00a0the\u00a0root zone was maintained at values of\u00a0at least 50\u00a0%. Such type of\u00a0irrigation would be relatively very effective.<\/span><\/p>\n<h3 class=\"03NADPIS3\">Final iteration of\u00a0determining irrigation sources and\u00a0demands<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\" style=\"letter-spacing: -.1pt;\">Currently, the\u00a0final determination of\u00a0soil moisture demand is underway by the\u00a0cascade of\u00a0SoilClim and BILAN models, using the\u00a0knowledge obtained in\u00a0cooperation with WP1 partners. Currently, calculations of\u00a0the\u00a0possible irrigable area for the\u00a0following selected commodities were performed for each surface water body: spring barley, winter wheat, maize, winter rapeseed, early potatoes, apples \u2013 bare surface, apples \u2013 active surface, cherries \u2013 bare surface, cherries \u2013 active surface, apricots \u2013 bare surface, apricots \u2013 active surface, peaches \u2013 bare surface, peaches \u2013 active surface, vineyards, hop fields, strawberries, garlic, onions, carrots, peppers, cucumbers, cauliflower, cabbage.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\" style=\"letter-spacing: -.1pt;\">After all the calculations were done, this soil moisture demand was determined, and in the next step, the TGM WRI team worked with the data not only for the current climate, but for the most current climate change scenarios based on the CMIP6 model suite. Based on the provided climate data and soil moisture from the SoilClim model, TGM WRI determined the available water resources for each surface water body for current and future climate. TGM WRI, in agreement with CzechGlobe, carries out calculations in variants, namely in the variant that takes into account the fact that water is managed in the entire system (that is, we have water available from reservoirs and from the catchment further downstream), but also in the variant where water management is limited to the given surface water body. From this available amount, for example, resources can be deducted to cover losses during the transport of water to irrigated land based on the methodology of the CTU team. Through a gradual iterative calculation, the available water in each surface water body can be divided for individual grids so that the water was first distributed to irrigable grids, according to the soil quality. If the water in the given surface water body was sufficient to cover the requirements of all irrigable grids, the irrigation water was subsequently distributed to other grids (again, according to soil quality). The result of the calculation is the potentially irrigable area, both in a normal year and in the case of a five- and ten-year drought. The calculation of irrigation demand for individual commodities is dynamic and is based on an analysis of the moisture demand of the given commodity in the root zone. Irrigation is indicated if soil moisture in the root zone drops below 0.3. The irrigable area was then determined in cooperation between CTU, TGM WRI and CzechGlobe,\u00a0<\/span><span lang=\"EN-GB\" style=\"letter-spacing: -.1pt;\">and simultaneously, based on CTU\u2019s\u00a0analysis, the\u00a0parameters for calculating irrigation water losses were changed as the\u00a0sum of\u00a0losses on the\u00a0line and irrigation detail.<\/span><\/p>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-vzorec-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-33795 size-medium lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-vzorec-1-300x69.jpg\" alt=\"\" width=\"300\" height=\"69\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-vzorec-1-300x69.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-vzorec-1-768x178.jpg 768w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-vzorec-1.jpg 800w\" data-sizes=\"(max-width: 300px) 100vw, 300px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 300px; --smush-placeholder-aspect-ratio: 300\/69;\" \/><\/a>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">The\u00a0value of\u00a0K<sub><span class=\"01DOLNIINDEX\">1<\/span><\/sub> was defined as 0.12 (i.e. 12\u00a0%) and the\u00a0value of\u00a0K<sub><span class=\"01DOLNIINDEX\">2<\/span><\/sub> was determined according to <em><span class=\"01ITALIC\">Tab.\u00a02<\/span><\/em>. Depending on the\u00a0crop, it is thus newly calculated with a\u00a0loss of\u00a017\u201337\u00a0%.<\/span><\/p>\n<h5>Tab.\u00a02. Value of parameter K<sub>2<\/sub><\/h5>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-2-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34150 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-2-1.jpg\" alt=\"\" width=\"800\" height=\"406\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-2-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-2-1-300x152.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-2-1-768x390.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/406;\" \/><\/a>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">These changes represent a\u00a0relatively significant change in\u00a0the\u00a0entire methodological procedure. In\u00a0the\u00a0final calculation, sowing procedures were applied to potentially irrigated areas according to data from LPIS based on real data from 2015\u20132023, processed by CzechGlobe. This made it possible to determine the\u00a0\u201creal\u201d demand for water within\u00a0the\u00a0irrigation systems and subsequently to standardize the\u00a0calculations for the\u00a0future climate. The\u00a0outputs of\u00a0the\u00a0joint work are being prepared for publication in\u00a0an impact journal (<span class=\"01ITALIC\">Agricultural Water Management<\/span>).<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">The\u00a0final calculation of\u00a0moisture demand thus combines innovative procedures based on the\u00a0valid \u010cSN 75 0434, practical experience from irrigation practice and also the\u00a0real composition of\u00a0crops in\u00a0surface water bodies with irrigation, because the\u00a0specific use of\u00a0irrigation so far cannot be determined otherwise. Two scenarios were created to determine irrigation needs.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">The\u00a0first was based on the\u00a0goal of\u00a0maximizing production and not allowing soil water content to drop below the\u00a0point of\u00a0reduced moisture availability, to which plants respond by reducing production (in\u00a0simple terms). The\u00a0second was aimed at not allowing soil water content to fall below values of\u00a0intense water stress, i.e. a\u00a0situation where crop production is significantly reduced due to a\u00a0lack of\u00a0water. While the\u00a0first procedure aims to maximize production in\u00a0conditions of\u00a0limited water resources, the\u00a0second procedure serves primarily to maintain\u00a0the\u00a0basal level of\u00a0production and conserve water resources to the\u00a0maximum extent possible. From the\u00a0point of\u00a0view of\u00a0profitability, the\u00a0first of\u00a0the\u00a0chosen procedures is suitable in\u00a0situations where water resources in\u00a0the\u00a0catchment are sufficient, the\u00a0second can be seen as an emergency scenario, as it does not guarantee producers an adequate yield; however, in\u00a0a\u00a0number of\u00a0seasons, especially during shorter episodes of\u00a0drought, it can fundamentally contribute to reducing damage with relatively less water consumption.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">Simultaneously, the\u00a0calculations dealt with ensuring moisture demand for the\u00a0upper 40 cm variant or the\u00a0profile up to a\u00a0depth of\u00a0100 cm. In\u00a0<em><span class=\"01ITALIC\">Fig.\u00a04<\/span><\/em>, both variants are presented for ensuring soil moisture in\u00a0the\u00a0corresponding volume in\u00a0the\u00a0upper 40 cm of\u00a0the\u00a0profile as a\u00a0change in\u00a0demand compared to the\u00a0period 1981\u20132010 for the\u00a0realistic emission scenario SPSS 2-4.5. It is clear that the\u00a0entire spectrum of\u00a0expected changes cannot be covered on the\u00a0basis of\u00a0one GCM model, nor can it be done on the\u00a0basis of\u00a0using only one emission scenario.<\/span><\/p>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-4-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34132 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-4-1.jpg\" alt=\"\" width=\"800\" height=\"406\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-4-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-4-1-300x152.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-4-1-768x390.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/406;\" \/><\/a>\n<h6>Fig. 4. Change in average annual irrigation demand for surface water bodies between the reference period (a) 1981\u20132010 and the periods 2030 (2015\u20132045); 2050 (2035\u20132065); 2070 (2055\u20132085) and 2085 (2070\u20132099), for the six Global Circulation Models from the\u00a0CMIP6\u00a0model suite for the SSP 2-4.5 emission scenario. The set of maps shows the\u00a0shift in moisture demand under production optimization efforts<\/h6>\n<p>The\u00a0results clearly show significant variability in\u00a0lines of\u00a0the\u00a0same GCM models for different emission scenarios, especially for the\u00a0periods 2015\u20132045 (2030) and 2035\u20132065 (2050). Even in\u00a0regions where, on average, there is a\u00a0reduction in\u00a0moisture demand, there is still a\u00a0need to irrigate. However, what still remains an unanswered question is the\u00a0impact of\u00a0the\u00a0not yet considered variant based on the\u00a0estimate of\u00a0the\u00a0GLOBIOM-CZ agro-economic model. It\u00a0shows the\u00a0considerable comparative advantage of\u00a0Czech agricultural production in\u00a0the\u00a0expected environmental conditions, and therefore the\u00a0possibility to increase the\u00a0profitability and market share of\u00a0Czech agriculture despite climate change. That is, a\u00a0situation where conditions on the\u00a0world markets will be economically favourable to the\u00a0expansion of\u00a0domestic production, potentially even without state intervention. In\u00a0such a\u00a0situation, there could be pressure on using two harvests per year, which with a\u00a0certain\u00a0combination of\u00a0crops grown today and\/or a\u00a0combination of\u00a0suitable varieties will be possible in\u00a0a\u00a0few years\/decades. However, the\u00a0success of\u00a0the\u00a0second crop will be determined by the\u00a0ability to harvest the\u00a0first crop in\u00a0time and, especially after sowing, to ensure good uptake of\u00a0the\u00a0second crop in\u00a0the\u00a0height of\u00a0summer. Without additional irrigation, the\u00a0latter will not be possible in\u00a0most years in\u00a0the\u00a0warmest regions of\u00a0Bohemia and Moravia.<\/p>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-5-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34130 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-5-1.jpg\" alt=\"\" width=\"800\" height=\"458\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-5-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-5-1-300x172.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-5-1-768x440.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/458;\" \/><\/a>\n<h6>Fig. 5. Change in average annual irrigation demand for surface water bodies between the reference period (a) 1981\u20132010 and the periods 2030 (2015\u20132045); 2050 (2035\u20132065); 2070 (2055\u20132085) and 2085 (2070\u20132099) for the six Global Circulation Models from the\u00a0CMIP6\u00a0model suite for the SSP 2-4.5 emission scenario. The set of maps shows the\u00a0change in\u00a0irrigation demand to avoid drought stress for crops<\/h6>\n<h2 class=\"03NADPIS1umenen\" style=\"margin-bottom: 22.7pt;\">Water demand for animal husbandry<\/h2>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">The\u00a0aim of\u00a0the\u00a0CZU research, which is the\u00a0development of\u00a0water consumption by livestock in\u00a0the\u00a0Czech Republic, is to compile scenarios of\u00a0animal husbandry in\u00a0individual regions of\u00a0the\u00a0Czech Republic. The\u00a0result is finding out what kind of\u00a0livestock have been bred in\u00a0individual areas in\u00a0the\u00a0last 20 years and in\u00a0the\u00a0future, and what their water consumption will be, both throughout the\u00a0year and in\u00a0individual seasons. Livestock such as cows, pigs, sheep, goats, horses, and poultry are a\u00a0significant source of\u00a0commodities used by humans. In\u00a0connection with climate change, adaptation measures for livestock will be addressed, mainly with regard to their loading caused by the\u00a0increase in\u00a0spring and summer temperatures. There is also the\u00a0increasing number of\u00a0consecutive tropical days; such conditions cause thermal stress in\u00a0animals, which is manifested, for example, in\u00a0cattle by lower milk yield and weight gain\u00a0[21]. Stressful conditions will occur in\u00a0both stables and pastures, and animal performance will probably decrease.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">Livestock have a\u00a0considerable consumption of\u00a0water. In\u00a0addition, growing human population and demand for animal products are expected to increase demand for water and changing precipitation patterns worldwide. Therefore, the\u00a0question arises whether there will be enough available water in\u00a0the\u00a0future and what effect the\u00a0(in)availability of\u00a0water will have on the\u00a0possibilities of\u00a0breeding livestock\u00a0[22].<\/span><\/p>\n<h3 class=\"03NADPIS2\">METHODOLOGY<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">As part of\u00a0the\u00a0data analysis, data were first collected on the\u00a0number of\u00a0livestock in\u00a0individual regions of\u00a0the\u00a0Czech Republic for the\u00a0period 2002\u20132020. The\u00a0obtained tables included data on the\u00a0number of\u00a0cattle, pigs, sheep, goats, horses, and poultry (<span class=\"01ITALIC\">Tab.\u00a03<\/span>). Due to the\u00a0fact that the\u00a0numbers of\u00a0cows, sows, and hens were additionally listed in\u00a0the\u00a0tables, it was necessary to adjust the\u00a0data. The\u00a0numbers of\u00a0cows, sows, and hens were subtracted from the\u00a0total numbers of\u00a0cattle, pigs, and poultry, so that the\u00a0resulting values correspond to the\u00a0number of\u00a0cattle without cows, pigs without sows, and poultry without hens.<\/span><\/p>\n<h5>Tab. 3. List of breeding animals (according to CSU tables)<\/h5>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-3-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34148 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-3-1.jpg\" alt=\"\" width=\"800\" height=\"265\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-3-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-3-1-300x99.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-3-1-768x254.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/265;\" \/><\/a>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">In\u00a0the\u00a0next step, it was necessary to determine water consumption for livestock\u00a0[22]. In\u00a0the\u00a0overall table, water consumption is divided for young animals, for nursing\/lactating females, and for fattened animals. Minimum and maximum water consumption in\u00a0litres per piece per head are always indicated, as well as maximum consumption in\u00a0cubic metres per head per year. The\u00a0minimum water consumption per day applies to the\u00a0winter, the\u00a0maximum water consumption per day to the\u00a0summer. The\u00a0average of\u00a0these minimum and maximum values was determined as water consumption per day in\u00a0the\u00a0spring and autumn (<em><span class=\"01ITALIC\">Tab.\u00a04<\/span><\/em>). The\u00a0average water consumption per head during the\u00a0seasons (in\u00a0units of\u00a0l\/head\/season), the\u00a0average water consumption per head (in\u00a0the\u00a0units of\u00a0l\/head\/year and m<sup><span class=\"01HORNIINDEX\">3<\/span><\/sup>\/head\/year), as well as the\u00a0maximum water consumption per head (in\u00a0units m<sup><span class=\"01HORNIINDEX\">3<\/span><\/sup>\/head\/year) (<em><span class=\"01ITALIC\">Tab.\u00a04<\/span><\/em>).<\/span><\/p>\n<h5>Tab. 4. Water consumption by species (according to standards)<\/h5>\n<p>&nbsp;<\/p>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-4.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-33803 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-4.jpg\" alt=\"\" width=\"800\" height=\"463\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-4.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-4-300x174.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-4-768x444.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/463;\" \/><\/a>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">Since poultry includes not only chickens, but also ducks, turkeys and geese (which have different water consumption), it was necessary to determine the\u00a0approximate percentage representation of\u00a0individual animal species in\u00a0the\u00a0Czech Republic. For this, the\u00a0<span class=\"01ITALIC\">Situation and outlook report Poultry and eggs<\/span> was used (available at: <a href=\"https:\/\/mze.gov.cz\/public\/portal\/mze\/publikace\/situacni-vyhledove-zpravy\/zivocisne-komodity-hospodarska-zvirata\/drubez-a-vejce\"><span style=\"color: black; text-decoration: none; text-underline: none;\">https:\/\/mze.gov.cz\/public\/portal\/mze\/publikace\/situacni-vyhledove-zpravy\/zivocisne-komodity-hospodarska-zvirata\/drubez-a-vejce<\/span><\/a>); on its basis, the\u00a0percentage representation of\u00a0farmed poultry species between 2010 and 2018 was calculated. In\u00a0the\u00a0next step, by multiplying the\u00a0number of\u00a0individual species of\u00a0livestock and the\u00a0average (or maximum) water consumption per head of\u00a0a\u00a0single farm animal species, water consumption by individual farm animal species was determined; after adding up the\u00a0data, the\u00a0total water consumption by livestock per year was determined. This was calculated for each year between 2002 and 2018 and for each region separately. Estimates of\u00a0the\u00a0number of\u00a0individual farm animal species and water consumption were made for 2025, 2030, 2035, 2040, 2045, and 2050 using the\u00a0Forecast Sheet tool. The\u00a0tool calculated the\u00a0mean estimate and its lower and upper bounds. Estimates were again\u00a0carried out separately for each region. In\u00a0order to calculate water consumption by livestock during individual seasons, the\u00a0average percentage of\u00a0water consumption in\u00a0these seasons compared to the\u00a0whole year was first determined, which was 25.34\u00a0% for spring, 30.19\u00a0% for summer, 24.53\u00a0% for autumn, and 19.94\u00a0% for winter. Water consumption in\u00a0individual seasons was then calculated based on the\u00a0values found for the\u00a0entire year, namely for 2005, 2010, 2015, 2020, 2025, 2030, 2035, 2040, 2045, and 2050.<\/span><\/p>\n<h3 class=\"03NADPIS2\">RESULTS<\/h3>\n<h3 class=\"03NADPIS3\" style=\"margin-top: 0cm;\">Number of\u00a0livestock and average water consumption per\u00a0year for individual regions<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">The\u00a0resulting values and conclusions always apply to the\u00a0year 2050 compared to 2005.<\/span><\/p>\n<h5>Tab.\u00a05. Number of animals and average water consumption (m<sup>3<\/sup>\/year) for each animal group<\/h5>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-5-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34144 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-5-1.jpg\" alt=\"\" width=\"800\" height=\"2038\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-5-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-5-1-118x300.jpg 118w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-5-1-402x1024.jpg 402w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-5-1-768x1956.jpg 768w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-5-1-603x1536.jpg 603w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/2038;\" \/><\/a>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">The\u00a0development of\u00a0water consumption by livestock was predicted for each region separately, with trends varying across individual regions. A\u00a0steady state of\u00a0water consumption by livestock is expected for the\u00a0South Moravian, \u00dast\u00ed, Zl\u00edn, and Vyso\u010dina regions; a\u00a0slight increase is expected in\u00a0the\u00a0South Bohemian and Pilsen regions; a\u00a0significant increase in\u00a0water consumption is predicted for the\u00a0Karlovy Vary, Liberec, and Moravian-Silesian regions; a\u00a0future decrease in\u00a0water consumption by livestock is expected in\u00a0the\u00a0Hradec Kr\u00e1lov\u00e9, Olomouc, and Pardubice regions, as well as in\u00a0Prague and the\u00a0Central Bohemian region. Water consumption trends in\u00a0individual regions are the\u00a0same for both average and maximum water consumption by livestock (<em><span class=\"01ITALIC\">Fig.\u00a06<\/span><\/em>).<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">The\u00a0results point to significant differences in\u00a0water consumption between regions, which is influenced both by the\u00a0specific conditions in\u00a0each region and by the\u00a0type and number of\u00a0livestock (<em><span class=\"01ITALIC\">Fig.\u00a06<\/span><\/em>). Forecasts for 2025\u20132050 point to possible changes in\u00a0agricultural practices that will have an impact on future water demand. A\u00a0detailed description of\u00a0the\u00a0results was published in\u00a0the\u00a0methodology\u00a0[22] entitled <em><span class=\"01ITALIC\">Metodika hodnocen\u00ed spot\u0159eby vody hospod\u00e1\u0159sk\u00fdmi zv\u00ed\u0159aty v\u00a0letech 2002\u20132020 a\u00a0predikce v\u00fdvoje spot\u0159eby vody hospod\u00e1\u0159sk\u00fdmi zv\u00ed\u0159aty v\u00a0letech 2030, 2035, 2040, 2045 a\u00a02050 v\u00a0jednotliv\u00fdch kraj\u00edch \u010cR<\/span><\/em> (<em>Methodology for evaluating water consumption by livestock in\u00a0the\u00a0years 2002\u20132020 and prediction of\u00a0the\u00a0development of\u00a0water consumption by livestock in\u00a02030, 2035, 2040, 2045 and 2050 in\u00a0individual regions of\u00a0the\u00a0Czech Republic<\/em>), published by CZU\u00a0[22]. This publication provides a\u00a0detailed overview of\u00a0the\u00a0methodology and forecasts that were used in\u00a0this study and are key for the\u00a0further development and planning of\u00a0water management in\u00a0the\u00a0Czech Republic.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">\u00a0<\/span><\/p>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-6.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-33817 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-6.jpg\" alt=\"\" width=\"800\" height=\"473\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-6.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-6-300x177.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-6-768x454.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/473;\" \/><\/a>\n<h6>Fig. 6. Percentage change in average water consumption in individual regions of\u00a0the\u00a0Czech\u00a0Republic in 2050 compared to 2005<\/h6>\n<h2 class=\"03NADPIS2\">CONCLUSION<\/h2>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">As part of\u00a0this analysis, the\u00a0numbers of\u00a0cattle, pigs, sheep, horses, goats, and poultry (hens, ducks, turkeys, geese) bred in\u00a02002\u20132020 were evaluated, and their number in\u00a0the\u00a0following years until 2050 was also predicted (<em><span class=\"01ITALIC\">Fig.\u00a07<\/span><\/em>). Based on the\u00a0livestock numbers, their water consumption was determined. By 2050, a\u00a0significant reduction in\u00a0the\u00a0breeding of\u00a0pigs and poultry is expected in\u00a0most regions of\u00a0the\u00a0Czech Republic and, in\u00a0contrast, a\u00a0significant increase in\u00a0the\u00a0number of\u00a0sheep, horses, and goats. This is probably related to the\u00a0subsidies for the\u00a0breeding of\u00a0these animals. Livestock numbers will increase in\u00a0some regions and decrease in\u00a0others. Significantly higher water consumption by livestock is expected in\u00a0the\u00a0Karlovy Vary, Liberec, and Moravian-Silesian regions, while consumption in\u00a0the\u00a0other regions will probably be similar or lower. In\u00a0very vulnerable areas from the\u00a0point of\u00a0view of\u00a0water shortage, such as South Moravia and the\u00a0Central Bohemian region, a\u00a0significant decrease in\u00a0the\u00a0amount of\u00a0water consumed by livestock is probable.<\/span><\/p>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-7-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34128 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-7-1.jpg\" alt=\"\" width=\"800\" height=\"404\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-7-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-7-1-300x152.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-7-1-768x388.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/404;\" \/><\/a>\n<p>&nbsp;<\/p>\n<h6>Fig. 7. Average water consumption by region 2005\u20132050<\/h6>\n<h2 class=\"03NADPIS1umenen\">Analysis of\u00a0water demand for\u00a0energy\u00a0industry<\/h2>\n<h3 class=\"03NADPIS2\">METHODOLOGY<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">To estimate the\u00a0water demand for energy industry sector in\u00a0the\u00a0Czech Republic, researchers from TGM WRI used a\u00a0systematic approach that includes data collection, analysis of\u00a0current conditions, and prediction of\u00a0future demand.<\/span><\/p>\n<hr \/>\n<ol>\n<li>Data collection: This included the\u00a0collection of\u00a0data on water consumption in\u00a0various branches of\u00a0energy industry and the\u00a0identification of\u00a0key consumption locations.<br \/>\n<hr \/>\n<\/li>\n<li>Analysis of\u00a0data on current water use in\u00a0energy industry: This phase focused on the\u00a0evaluation of\u00a0historical data and the\u00a0current state of\u00a0water use in\u00a0energy industry.<br \/>\n<hr \/>\n<\/li>\n<li>Prediction of\u00a0future demand: This included the\u00a0prediction of\u00a0future water consumption with respect to planned changes in\u00a0the\u00a0power generation mix, including the\u00a0transition to renewable sources and technology modernization.<\/li>\n<\/ol>\n<p>&nbsp;<\/p>\n<h3 class=\"03NADPIS2\">SUMMARY OF RESULTS<\/h3>\n<ol>\n<li>Data collection: Data on surface and groundwater abstraction for\u00a0energy industry by type of\u00a0production (electricity production, heat production, gas production) for 2013\u20132022, recorded on the\u00a0basis of\u00a0Decree\u00a0no.\u00a0431\/2001\u00a0Coll., by State River Basin\u00a0Authorities. A\u00a0total of\u00a0124\u00a0locations meeting the\u00a0above-mentioned conditions and also meeting the\u00a0limit of\u00a0abstracted water above\u00a06,000\u00a0m<sup>3<\/sup>\/year or 500\u00a0m<sup>3<\/sup>\/month were selected. The\u00a0abstraction points are shown in\u00a0<em>Fig.\u00a08<\/em>.<br \/>\n<hr \/>\n<\/li>\n<li>Analysis of\u00a0data on the\u00a0current use of\u00a0water in\u00a0energy industry: The\u00a0data show, among other things, that mainly surface water is abstracted for energy industry. Furthermore, it is possible to observe the\u00a0downward trend in\u00a0water consumption for energy industry since 2016; for example, in\u00a02020 there was a\u00a0decrease in\u00a0water consumption due to the\u00a0transition to circulation cooling at M\u011bln\u00edk and Opatovice power stations. In\u00a0contrast, in\u00a02022 there was a\u00a0significant increase in\u00a0water consumption for once-through cooling at M\u011bln\u00edk and Opatovice power stations when, due to the\u00a0energy crisis on the\u00a0European market caused by the\u00a0war in\u00a0Ukraine and the\u00a0subsequent lack of\u00a0natural gas, the\u00a0condensation production of\u00a0electricity obtained from coal increased significantly. These examples show that sudden and unforeseen events can have a\u00a0significant impact on water consumption for energy industry. <em>Fig.\u00a09<\/em> shows an overview of\u00a0the\u00a0current use of\u00a0water in\u00a0energy industry for 1980\u20132022 in\u00a0comparison with other sectors.<br \/>\n<hr \/>\n<\/li>\n<li>Prediction of\u00a0future demand: The\u00a0basic scenario that sets long-term goals and direction in\u00a0the\u00a0field of\u00a0energy industry at the\u00a0country level is the\u00a0State Energy Concept (SEC). It is a\u00a0key strategic document whose main\u00a0purpose is to ensure the\u00a0stability, security, and sustainability of\u00a0the\u00a0energy industry sector in\u00a0the\u00a0long term, which has a\u00a0major impact on the\u00a0economy, the\u00a0environment, and social aspects. SEC formulates priorities in\u00a0the\u00a0area of\u00a0energy production and consumption and sets the\u00a0development in\u00a0the\u00a0area of\u00a0energy sources; on the\u00a0basis of\u00a0stricter environmental regulations, preferred or, conversely, non-preferred energy sources will be determined. By the\u00a0editorial deadline of\u00a0this article, the\u00a0new SEC had not yet been approved (its approval was postponed by the\u00a0government on 17th July 2024). The\u00a0authors of\u00a0this article therefore base their predictions on the\u00a0published MPO document \u201cAktualizace St\u00e1tn\u00ed energetick\u00e9 koncepce\u201d (Update of\u00a0the\u00a0State Energy Concept) dated 8th February 2024\u00a0[23]. According to this document, the\u00a0not-yet-approved SEC envisages a\u00a0reduction in\u00a0the\u00a0use of\u00a0coal \u2013 especially in\u00a0connection with the\u00a0production of\u00a0electricity and heat \u2013 with the\u00a0fact that, after 2033, coal consumption will be limited to non-energy use only (see\u00a0<em>Tabs.\u00a06<\/em> and<em> 7<\/em>). On\u00a0the\u00a0basis of\u00a0this available information, the\u00a0water demand was predicted according to future operated energy industry sources.<\/li>\n<\/ol>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-8-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34126 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-8-1.jpg\" alt=\"\" width=\"800\" height=\"620\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-8-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-8-1-300x233.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-8-1-768x595.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/620;\" \/><\/a>\n<h6>Fig. 8. Surface and groundwater abstraction locations for energy in 2013\u20132022 \u2013 differentiation by quantity and type of production<\/h6>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-9-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34124 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-9-1.jpg\" alt=\"\" width=\"800\" height=\"518\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-9-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-9-1-300x194.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-9-1-768x497.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/518;\" \/><\/a>\n<p>&nbsp;<\/p>\n<h6>Fig. 9. Groundwater and surface water abstractions in the Czech Republic 1980\u20132022<\/h6>\n<h5>Tab. 6. Corridors for primary energy sources (relative to their total annual consumption)<\/h5>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-6-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34142 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-6-1.jpg\" alt=\"\" width=\"800\" height=\"346\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-6-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-6-1-300x130.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-6-1-768x332.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/346;\" \/><\/a>\n<h5>Tab. 7. Corridors for gross electricity generation (relative to total annual generation)<\/h5>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-7-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34140 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-7-1.jpg\" alt=\"\" width=\"800\" height=\"346\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-7-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-7-1-300x130.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-tab-7-1-768x332.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/346;\" \/><\/a>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">Overall, it can be assumed that more than a\u00a0third of\u00a0coal-fired power stations will be shut down, and those that remain\u00a0will switch to burning biomass. There will also be an increase in\u00a0water consumption for the\u00a0Temel\u00edn and Dukovany nuclear power stations. In\u00a0the\u00a0case of\u00a0most heating plants, it is expected that after the\u00a0necessary modernization, they will remain\u00a0in\u00a0operation and burn biomass.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">The\u00a0prediction itself was determined by calculating the\u00a0average maximum and minimum quantity abstracted in\u00a02013\u20132022 for individual consumers. For each abstraction point, an index of\u00a0future demand was determined, which was then used to calculate the\u00a0average maximum and minimum amount per demand in\u00a02050. For the\u00a0maximum and minimum estimated demand, the\u00a0drop in\u00a0surface and groundwater abstraction amounts to about 18\u00a0%. <em><span class=\"01ITALIC\">Fig.\u00a010<\/span><\/em> shows a\u00a0comparison between the\u00a0maximum and minimum average energy consumption for 2013\u20132022 and the\u00a0prediction for 2050. <em><span class=\"01ITALIC\">Fig.\u00a011<\/span><\/em> shows this comparison broken down by regions.<\/span><\/p>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-10-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34122 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-10-1.jpg\" alt=\"\" width=\"800\" height=\"452\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-10-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-10-1-300x170.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-10-1-768x434.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/452;\" \/><\/a>\n<h6>Fig. 10. Maximum and minimum average surface water and groundwater abstractions for energy for 2013\u20132022 vs. estimated minimum and maximum abstractions for energy in 2050<\/h6>\n<p>&nbsp;<\/p>\n<a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-11-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34120 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-11-1.jpg\" alt=\"\" width=\"800\" height=\"452\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-11-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-11-1-300x170.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-11-1-768x434.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/452;\" \/><\/a>\n<h6>Fig. 11. Maximum and minimum average surface water and groundwater abstraction for\u00a0the\u00a0power sector for the years 2013\u20132022 vs. estimated minimum and maximum abstraction for the power sector in 2050 by region<\/h6>\n<h3 class=\"03NADPIS2\">CONCLUSIONS AND UNCERTAINTIES<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\" style=\"letter-spacing: 0pt;\">The\u00a0estimate of\u00a0water consumption for the\u00a0energy industry indicates a\u00a0reduction in\u00a0water demand for this sector compared to the\u00a0current situation; the\u00a0reduction in\u00a0water demand by 2050 will be about 18\u00a0%. Despite the\u00a0large degree of\u00a0uncertainty, which is caused by the\u00a0year of\u00a0prediction, these values are actually realistic. It is also assumed that, due to the\u00a0complexity of\u00a0large constructions, there will be no significant transfer of\u00a0energy production between regions. Similar to other sectors, in\u00a0the\u00a0case of\u00a0predicting water demand for the\u00a0energy industry, there are uncertainties, which are reflected in\u00a0the\u00a0factors affecting water demand now and in\u00a0the\u00a0future. With a\u00a0view to 2050, an increase in\u00a0the\u00a0demand for electricity generation is expected, which will be a\u00a0direct consequence of\u00a0a\u00a0higher use of\u00a0electricity than now (electromobility, heat pumps, air conditioning, etc.). On the\u00a0other hand, an increase in\u00a0electricity production from renewable sources (solar power, wind power, etc.) is expected, which do not affect water demand. Among the\u00a0general factors that influence the\u00a0water demand are, in\u00a0particular, the\u00a0technology used, installed capacity of\u00a0the\u00a0power station or heating plant, efficiency of\u00a0cooling, and use of\u00a0recycling technologies. In\u00a0terms of\u00a0natural resources, these are primarily precipitation and air temperature; a\u00a0decrease in\u00a0precipitation and an increase in\u00a0temperature can affect both the\u00a0availability of\u00a0water for cooling and the\u00a0demands on the\u00a0necessary amount of\u00a0water abstracted. A\u00a0longer period of\u00a0drought could then result in\u00a0lowering water resource levels and thus an increase in\u00a0water temperature, which would again\u00a0increase demand on water for cooling. In\u00a0terms of\u00a0legislation, these are laws and regulations related to water use that affect the\u00a0operation of\u00a0power engineering facilities, while environmental regulations may require more efficient use of\u00a0water. From an economic point of\u00a0view, these are also the\u00a0price of\u00a0water and the\u00a0costs of\u00a0its treatment that will influence decisions on the\u00a0types of\u00a0energy sources and technologies. In\u00a0view of\u00a0ongoing changes, it is important to continuously monitor the\u00a0development of\u00a0this issue and regularly update predictions.<\/span><\/p>\n<h2 class=\"03NADPIS1umenen\">Analysis of water demand for human consumption<\/h2>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">TGM WRI researchers found that water abstraction for public water supply systems (based on data recorded for the need to prepare the water balance according to Decree 431\/2021 Coll.) currently accounts for around 40 % of total\u00a0<\/span><span lang=\"EN-GB\">water abstraction, with about 30\u00a0% of\u00a0total surface water abstraction and about 80\u00a0% of\u00a0total groundwater abstraction. In\u00a0the\u00a0case of\u00a0surface water, approximately 90\u00a0% of\u00a0the\u00a0amount abstracted is provided by reservoirs. The\u00a0difference between surface and groundwater abstraction is in\u00a0the\u00a0number of\u00a0abstraction points (and related mean capacity): while surface water for public water supply systems is abstracted from around 140 abstraction points (of\u00a0which approximately 50 are from reservoirs), groundwater is provided by from approximately 2,500 abstraction points. Analysis of\u00a0future water demand for public water supply systems is therefore important for both surface and groundwater balance; however, it is absolutely crucial for groundwater. While individual abstraction points (especially abstractions from reservoirs) can be assessed individually, groundwater abstraction must be aggregated into larger units for balance purposes. The\u00a0solution can be provided by \u201cworking units of\u00a0groundwater bodies\u201d used in\u00a0the\u00a0Czech Republic in\u00a0planning according to the\u00a0Water Framework Directive (full name: Directive 2000\/60\/EC of\u00a0the\u00a0European Parliament and of\u00a0the\u00a0Council of\u00a023 October 2000, establishing a\u00a0framework for Community action in\u00a0the\u00a0field of\u00a0water policy). These are about 1,200 territorial units covering the\u00a0entire area of\u00a0the\u00a0Czech Republic in\u00a0three horizontal positions.<\/span><\/p>\n<h3 class=\"03NADPIS2\">METHODOLOGY<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\" style=\"letter-spacing: -.1pt;\">The\u00a0forecast for water demand for public water supply systems is based on demographic development forecast for 2050, which was provided by the\u00a0Faculty of\u00a0Science Charles at University in\u00a0Prague as a\u00a0subcontract for the\u00a0project. The\u00a0forecast contains data on the\u00a0development of\u00a0the\u00a0number of\u00a0inhabitants in\u00a0municipalities with extended powers in\u00a0three variants (high, low, medium) and in\u00a0the\u00a0division into urban and rural areas. The\u00a0rural population, according to the\u00a0Czech Statistical Office (CZSO) definition, includes residents of\u00a0all municipalities with a\u00a0size of\u00a0up to 2,000 inhabitants and also municipalities with a\u00a0size of\u00a0up to 3,000 inhabitants which have a\u00a0population density of\u00a0less than 150 inhabitants\/km<span class=\"01HORNIINDEX\">2<\/span>. In\u00a0the\u00a0next steps, the\u00a0way the\u00a0forecasted changes in\u00a0the\u00a0number of\u00a0inhabitants can be reflected in\u00a0the\u00a0requirements for water abstraction was evaluated. For this purpose, data of\u00a0the\u00a0<span class=\"01ITALIC\">Majetkov\u00e1 evidence vodovod\u016f<\/span> (<span class=\"01ITALIC\">Property records of\u00a0water supply systems<\/span>) recorded in\u00a0accordance with Decree 428\/2001 Coll., and data on the\u00a0actual amount of\u00a0water abstraction recorded for the\u00a0need to prepare the\u00a0water balance according to Decree 431\/2021 Coll. were used. The\u00a0researchers first calculated the\u00a0forecasted changes in\u00a0the\u00a0number of\u00a0inhabitants by 2050 provided for individual municipalities with extended powers based on the\u00a0current number of\u00a0inhabitants per individual municipality (using CZSO data on the\u00a0current number of\u00a0inhabitants in\u00a0municipalities). In\u00a0the\u00a0next step, they projected the\u00a0forecast of\u00a0changes in\u00a0the\u00a0number of\u00a0inhabitants into changes in\u00a0water demand. The\u00a0procedure was as follows: surface and groundwater abstraction for public water supply systems were identified in\u00a0the\u00a0register of\u00a0places and the\u00a0actual amount of\u00a0water abstracted for the\u00a0need to prepare the\u00a0water balance. With the\u00a0help of\u00a0data from the\u00a0Property records of\u00a0water supply systems, abstraction points were connected to the\u00a0supplied municipalities (the\u00a0property records of\u00a0water treatment plants state the\u00a0abstraction point identifier according to the\u00a0records for the\u00a0water balance as well as the\u00a0list of\u00a0supplied cadastral areas). According to the\u00a0ratio of\u00a0predicted changes in\u00a0the\u00a0number of\u00a0inhabitants in\u00a0the\u00a0supplied municipalities (compared to the\u00a0present), future demand for the\u00a0amount of\u00a0water abstracted at individual abstraction points was also suitably adjusted (at the\u00a0same ratio) compared to current demand. The\u00a0average amount abstracted between 2016 and 2021 was considered as current demand. In\u00a0the\u00a0case of\u00a0groundwater, abstraction data and their predicted changes by 2050 (for the\u00a0purposes of\u00a0the\u00a0balance assessment of\u00a0resources and demand) were further aggregated to the\u00a0level of\u00a0the\u00a0so-called working units of\u00a0groundwater bodies used (also as balance units) for planning purposes. This procedure was partially (to a\u00a0lesser extent also details and on older data of\u00a0the\u00a0Record for the\u00a0water balance and the\u00a0Property records of\u00a0water supply systems and sewerage) applied and verified in\u00a0project No. VI20192022159 \u201c<em><span class=\"01ITALIC\">Vodohospod\u00e1\u0159sk\u00e9 a\u00a0vod\u00e1rensk\u00e9 soustavy a\u00a0preventivn\u00ed opat\u0159en\u00ed ke sn\u00ed\u017een\u00ed rizik p\u0159i z\u00e1sobov\u00e1n\u00ed pitnou vodou<\/span><\/em>\u201d (<em><span class=\"01ITALIC\">Water management and water supply systems and preventive measures to reduce risks in\u00a0drinking water supply<\/span><\/em>).<\/span><\/p>\n<h3 class=\"03NADPIS2\">RESULTS<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">Changes in\u00a0the\u00a0number of\u00a0inhabitants in\u00a0the\u00a0supplied municipalities in\u00a0the\u00a0reference year 2050 compared to the\u00a0present for current surface water abstraction points are shown in\u00a0<em><span class=\"01ITALIC\">Fig.\u00a012<\/span><\/em>, and for the\u00a0working units of\u00a0groundwater bodies in\u00a0<em><span class=\"01ITALIC\">Fig.\u00a013<\/span><\/em>. <\/span><\/p>\n<p>&nbsp;<\/p>\n<h6><a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-12-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34118 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-12-1.jpg\" alt=\"\" width=\"800\" height=\"574\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-12-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-12-1-300x215.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-12-1-768x551.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/574;\" \/><\/a><\/h6>\n<h6>Fig. 12. Surface water abstractions for public water supply and change in the number of\u00a0inhabitants supplied by 2050 \u2013 medium variant<\/h6>\n<p>&nbsp;<\/p>\n<h6><a href=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-13-1.jpg\" rel=\"shadowbox[sbpost-34200];player=img;\"><img decoding=\"async\" class=\"alignnone wp-image-34116 size-full lazyload\" data-src=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-13-1.jpg\" alt=\"\" width=\"800\" height=\"456\" data-srcset=\"https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-13-1.jpg 800w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-13-1-300x171.jpg 300w, https:\/\/www.vtei.cz\/wp-content\/uploads\/2024\/12\/Dlabal-obr-13-1-768x438.jpg 768w\" data-sizes=\"(max-width: 800px) 100vw, 800px\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 800px; --smush-placeholder-aspect-ratio: 800\/456;\" \/><\/a><\/h6>\n<h6>Fig. 13. Groundwater body work units and population change in municipalities supplied by public water supply by 2050 \u2013 medium variant<\/h6>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">For significant (over 500,000\u00a0m<sup><span class=\"01HORNIINDEX\">3<\/span><\/sup>. year<sup><span class=\"01HORNIINDEX\">-1<\/span><\/sup>) current surface water abstraction for public water supply systems, an increased number of\u00a0connected inhabitants by more than 10\u00a0% was predicted for the\u00a0following water reservoirs: \u0160vihov (by 23\u00a0% for the\u00a0high variant, by 14\u00a0% for the\u00a0medium variant), Kl\u00ed\u010dava (by 18\u00a0% for the\u00a0high variant, by 11\u00a0% for the\u00a0medium variant), Josef\u016fv D\u016fl (by 114\u00a0% for the\u00a0high variant) and Vrchlice (by 112\u00a0% for the\u00a0high variant). In\u00a0the\u00a0case of\u00a0groundwater abstraction, an increase in\u00a0the\u00a0number of\u00a0connected inhabitants was predicted in\u00a0particular in\u00a0(parts of) hydrogeological districts 6250 Proterozoic and Palaeozoic in\u00a0the\u00a0Vltava tributary basin, 6320 Crystalline in\u00a0the\u00a0Middle Vltava basin, 6230 Crystalline, Proterozoic and Palaeozoic in\u00a0the\u00a0Berounka basin, 6240\u00a0Upper Silurian and Devonian Barrandien, and 4510 Cretaceous north of\u00a0Prague.<\/span><\/p>\n<h3 class=\"03NADPIS2\">UNCERTAINTIES<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">The\u00a0work was based on data available nationwide, i.e. only on the\u00a0forecast of\u00a0the\u00a0number of\u00a0residents, and therefore did not take into account, for example, abstraction from public water supplies for services or industrial enterprises. The\u00a0uncertainty in\u00a0the\u00a0prediction of\u00a0the\u00a0number of\u00a0supplied residents was reflected by considering high, medium, and low variants of\u00a0the\u00a0demographic forecast. Some simplification was also achieved by considering the\u00a0number of\u00a0supplied residents on a\u00a0municipal scale (the\u00a0actual connection to a\u00a0certain\u00a0water abstraction may only concern parts of\u00a0municipalities).<\/span><\/p>\n<h2 class=\"03NADPIS2\">CONCLUSION<\/h2>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">Ensuring sustainable management of\u00a0water resources will be a\u00a0key challenge in\u00a0the\u00a0coming decades, especially as climate change and other factors may significantly affect water availability and demand. It is therefore important to determine the\u00a0future demand for water in\u00a0important economy sectors.<\/span><\/p>\n<p class=\"00TEXTenglish\"><em><span class=\"01ITALIC\"><span lang=\"EN-GB\" style=\"letter-spacing: 0pt;\">Industry<\/span><\/span><\/em><span lang=\"EN-GB\" style=\"letter-spacing: 0pt;\">: The\u00a0future water demand in\u00a0industry was not addressed by predicting future developments, but by setting three fixed levels against which it will be possible to compare the\u00a0actually available water resources at a\u00a0given time. The\u00a0starting point for their determination was an analysis of\u00a0abstractions at the\u00a0regional level. The\u00a0baseline assumes that industrial water demand in\u00a0the\u00a0future will be similar to the\u00a0current one, or at the\u00a0end of\u00a0the\u00a0assessment period 2009\u20132019. <span class=\"01ITALIC\">Maximum value of\u00a0future abstractions:<\/span> the\u00a0largest volume of\u00a0water abstracted recorded in\u00a02009\u20132019 is used; it provides a\u00a0realistic estimate of\u00a0possible positive deviations from the\u00a0baseline. <span class=\"01ITALIC\">Critical value (must not be exceeded):<\/span> in\u00a0the\u00a0analysed period 2009\u20132019, the\u00a0limits (maximum permitted quantities) for groundwater and surface water abstractions were not fully utilized, thus providing a\u00a0reserve that is at least theoretically available to the\u00a0relevant businesses. We can assume that the\u00a0limits for specific entities will not be increased in\u00a0the\u00a0future, thus determining a\u00a0critical limit for the\u00a0use of\u00a0water resources.<\/span><\/p>\n<p class=\"00TEXTenglish\"><em><span class=\"01ITALIC\"><span lang=\"EN-GB\" style=\"letter-spacing: 0pt;\">Agriculture<\/span><\/span><\/em><span lang=\"EN-GB\" style=\"letter-spacing: 0pt;\">: Analysis of\u00a0irrigation technology in\u00a0the\u00a0Czech Republic and estimation of\u00a0irrigation water losses enabled calculation of\u00a0the\u00a0approximate maximum amount of\u00a0water needed for irrigation of\u00a0typical crops such as \u201cvineyards\u201d, \u201chop fields\u201d, and \u201corchards\u201d. Calculation of\u00a0the\u00a0indicative amount of\u00a0water needed for irrigation of\u00a0crops such as \u201carable land\u201d and \u201cpermanent grassland\u201d was carried out, while it is clear that irrigation on arable land is concentrated to a\u00a0decisive extent on vegetables and early potatoes, and on permanent grassland on meadows for the\u00a0production of\u00a0fodder for dairy cattle. Development towards full irrigation is not realistic \u2013 the\u00a0assumption of\u00a0using irrigation was applied only where irrigation is already established. It is quite clear that groundwater should not be used massively for irrigation in\u00a0critical areas, as it is valuable water that should be reserved for drinking purposes. Moreover, there will obviously be a\u00a0combination of\u00a0the\u00a0demand for irrigation and low flow rates in\u00a0watercourses (longer periods of\u00a0drought and heat). Water demand will therefore only be met by the\u00a0construction of\u00a0additional reservoirs, or by adjusting the\u00a0handling schedules of\u00a0existing reservoirs, if they have free capacity. The\u00a0results of\u00a0Global Circulation Models (GCM) for various emission scenarios, especially for the\u00a0periods 2015\u20132045 (2030) and 2035\u20132065 (2050), show that irrigation is needed even in\u00a0regions where the\u00a0average water demand is decreasing. However, what remains an unanswered question is the\u00a0impact of\u00a0the\u00a0yet unconsidered variant based on the\u00a0estimate of\u00a0the\u00a0GLOBIOM-CZ agro-economic model. It indicates a\u00a0significant comparative advantage of\u00a0Czech agricultural production in\u00a0the\u00a0expected environmental conditions, and therefore the\u00a0possibility \u2013 despite climate change \u2013 of\u00a0increasing the\u00a0profitability and market share of\u00a0Czech agriculture on the\u00a0market. The\u00a0development of\u00a0water consumption by livestock has been predicted for each region separately; trends across the\u00a0regions vary. A\u00a0steady state of\u00a0water consumption by livestock is predicted for the\u00a0South Moravian, \u00dast\u00ed nad Labem, Zl\u00edn, and Vyso\u010dina regions; a\u00a0slight increase is expected in\u00a0the\u00a0South Bohemian and Pilsen regions; a\u00a0significant increase in\u00a0water consumption is predicted for the\u00a0Karlovy Vary, Liberec, and Moravian-Silesian regions; a\u00a0future decrease in\u00a0water consumption by livestock is expected in\u00a0the\u00a0Hradec Kr\u00e1lov\u00e9, Olomouc, and Pardubice regions as well as in\u00a0Prague and the\u00a0Central Bohemian region. Trends in\u00a0water consumption in\u00a0individual regions are identical for both mean and maximum water consumption by livestock.<\/span><\/p>\n<p class=\"00TEXTenglish\"><em><span class=\"01ITALIC\"><span lang=\"EN-GB\">Energy industry<\/span><\/span><\/em><span lang=\"EN-GB\">: The\u00a0water consumption estimate for energy industry indicates a\u00a0reduction in\u00a0water demand for this sector compared to the\u00a0current situation. It is also assumed that, due to the\u00a0complexity of\u00a0large-scale construction, there will be no significant change in\u00a0energy production between regions. One of\u00a0the\u00a0main\u00a0factors influencing water demand for energy industry will be environmental regulations. From an economic perspective, this may also be the\u00a0price of\u00a0water and the\u00a0costs of\u00a0its treatment, which may influence decisions on the\u00a0types of\u00a0energy sources and technologies.<\/span><\/p>\n<p class=\"00TEXTenglish\"><em><span class=\"01ITALIC\"><span lang=\"EN-GB\">Public water supply<\/span><\/span><\/em><span lang=\"EN-GB\">: For significant (over 500 thousand m<sup><span class=\"01HORNIINDEX\">3<\/span><\/sup>. year<sup><span class=\"01HORNIINDEX\">-1<\/span><\/sup>) current surface water abstraction for public water supply systems, an increased number of\u00a0connected residents by more than 10\u00a0% was predicted for the\u00a0following reservoirs: \u0160vihov (by 23\u00a0% for the\u00a0high variant, by 14\u00a0% for the\u00a0medium variant), Kl\u00ed\u010dava (by 18\u00a0% for the\u00a0high variant, by 11\u00a0% for the\u00a0medium variant), Josef\u016fv D\u016fl (by 114\u00a0% for the\u00a0high variant), and Vrchlice (by 112\u00a0% for the\u00a0high variant). In\u00a0the\u00a0case of\u00a0groundwater abstraction, an increased number of\u00a0connected residents was predicted especially in\u00a0(part of) the\u00a0hydrogeological districts Proterozoic and Palaeozoic in\u00a0the\u00a0Vltava tributary basin, Crystalline in\u00a0the\u00a0Middle Vltava basin, Crystalline, Proterozoic and Palaeozoic in\u00a0the\u00a0Berounka basin, Upper Silurian and Devonian Barrandien, and Cretaceous north of\u00a0Prague.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">Estimates of\u00a0water demand for various sectors of\u00a0the\u00a0economy are burdened by many uncertainties and variable factors. The\u00a0main\u00a0areas of\u00a0uncertainty and variables that can affect the\u00a0estimate of\u00a0water demand include technological progress (innovation and new technologies), climatic factors, economic factors, demographics, and legislative measures. For more accurate estimates, it is therefore necessary to constantly update data and models based on new trends and technologies. Regular monitoring and adaptive management of\u00a0water resources are key to efficient and sustainable water use.<\/span><\/p>\n<p class=\"00TEXTenglish\"><span lang=\"EN-GB\">This article briefly presents the\u00a0results of\u00a0the\u00a0sub-objective \u201c<span class=\"01ITALIC\">Scenarios of\u00a0future water demands for various climate scenarios and individual sectors of\u00a0water use<\/span>\u201d which is part of\u00a0TA CR project No. SS02030027 \u201c<em><span class=\"01ITALIC\">Water systems and water management in\u00a0the\u00a0Czech Republic and climate change conditions (Water Centre)<\/span><\/em> \u201c. More detailed information can be found on the\u00a0\u201c<em><span class=\"01ITALIC\">Water Centre<\/span><\/em>\u201d website (https:\/\/www.centrum-voda.cz), including visualization of\u00a0database data in\u00a0the\u00a0Tableau environment.<\/span><\/p>\n<h3 class=\"03NADPIS3literaturapodekovaniautori\">Acknowledgements<\/h3>\n<p class=\"00TEXTbezodsazenienglish\"><em><span class=\"01ITALIC\"><span lang=\"EN-GB\">The\u00a0article was prepared as part of\u00a0project No.\u00a0SS02030027 \u201cWater systems and water management in\u00a0the\u00a0Czech Republic and climate change conditions\u201d implemented with financial support from the\u00a0Technology Agency of\u00a0the\u00a0Czech Republic within\u00a0subprogramme 3 \u2013 Long-term environmental and climate perspectives of\u00a0the\u00a0SS programme \u2013 Programme of\u00a0applied research, experimental development and innovation in\u00a0the\u00a0field environment \u2013 Environment for life. The\u00a0authors would also like to thank Ing. Miroslav Bauer from CTU for preparing Fig.\u00a02.<\/span><\/span><\/em><\/p>\n<p class=\"00TEXTbezodsazenienglish\"><span lang=\"EN-GB\">The\u00a0Czech version of\u00a0this article was peer-reviewed, the\u00a0English version was\u00a0translated from the\u00a0Czech original by Environmental Translation Ltd.<\/span><\/p>\n","protected":false},"excerpt":{"rendered":"<p>This article presents the results of the sub-objective \u201cScenarios of future water demands for different climate scenarios and individual sec-tors of water use\u201d (DC 1.1). Which is part of TA CR project No. SS02030027 \u201cWater systems and water management in the Czech Republic and climate change conditions (Water Centre)\u201d and is a sub-part of the WP 1 \u201cPrediction of the development of water resources security in the Czech Republic until 2050 in regions depending on climate change\u201d.<\/p>\n","protected":false},"author":8,"featured_media":33949,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[2,86],"tags":[3545,96,458,215,1007,3674,3675,3673,3676],"coauthors":[807,757,3643,3644,3645,3646,693,3647,3648,3649,3650,3487,3651,552],"class_list":["post-34200","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-from-the-world-of-water-management","category-hydraulics-hydrology-and-hydrogeology","tag-agriculture","tag-climate-change","tag-future-water-demand","tag-industry","tag-irrigation","tag-livestock","tag-power-engineering","tag-scenarios","tag-water-for-human-use"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/posts\/34200","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/users\/8"}],"replies":[{"embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/comments?post=34200"}],"version-history":[{"count":15,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/posts\/34200\/revisions"}],"predecessor-version":[{"id":34254,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/posts\/34200\/revisions\/34254"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/media\/33949"}],"wp:attachment":[{"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/media?parent=34200"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/categories?post=34200"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/tags?post=34200"},{"taxonomy":"author","embeddable":true,"href":"https:\/\/www.vtei.cz\/en\/wp-json\/wp\/v2\/coauthors?post=34200"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}