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	<title>Hydrogeologie pro stavební účely a protipovodňová ochrana &#8211; PROGEO, s.r.o.</title>
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	<link>https://1progeo.cz</link>
	<description>Pokročilé matematické modely. Analýzy transportu kontaminace a tepla. Hydrogeologická hodnocení proudění podzemních vod.</description>
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	<title>Hydrogeologie pro stavební účely a protipovodňová ochrana &#8211; PROGEO, s.r.o.</title>
	<link>https://1progeo.cz</link>
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	<item>
		<title>Hydrogeologické řešení způsobu napouštění zbytkové jámy lomu ČSA</title>
		<link>https://1progeo.cz/portfolio-items/hydrogeologicke-reseni-zpusobu-napousteni-zbytkove-jamy-lomu-csa/</link>
					<comments>https://1progeo.cz/portfolio-items/hydrogeologicke-reseni-zpusobu-napousteni-zbytkove-jamy-lomu-csa/#respond</comments>
		
		<dc:creator><![CDATA[Progeo s.r.o.]]></dc:creator>
		<pubDate>Fri, 24 May 2024 07:40:39 +0000</pubDate>
				<guid isPermaLink="false">https://1progeo.cz/?post_type=avada_portfolio&#038;p=2526</guid>

					<description><![CDATA[Rekultivace zbytkových jam po těžbě   Lokalita: Mostecká pánev Objednatel: Vodohospodářský rozvoj a výstavba (VRV), a.s., 2022 Zaměřením zakázky byla specifikace hydrogeologických poměrů, výpočet úrovně a vývoje hladiny a směrů proudění podzemní vody při zatápění lomu ČSA v jeho blízkém okolí a vzájemné ovlivnění hladiny podzemní vody a hladiny vody v novém jezeře  [...]]]></description>
										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-1 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-right:0px;--awb-padding-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1248px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-0 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-title title fusion-title-1 fusion-sep-none fusion-title-text fusion-title-size-two" style="--awb-font-size:35px;"><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Titillium Web&quot;;font-style:normal;font-weight:600;margin:0;font-size:1em;letter-spacing:var(--awb-typography2-letter-spacing);text-transform:var(--awb-typography2-text-transform);line-height:var(--awb-typography2-line-height);">Rekultivace zbytkových jam po těžbě</h2></div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-1 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-1" style="--awb-font-size:var(--awb-typography4-font-size);--awb-line-height:var(--awb-typography4-line-height);--awb-letter-spacing:var(--awb-typography4-letter-spacing);--awb-text-transform:var(--awb-typography4-text-transform);--awb-text-font-family:var(--awb-typography4-font-family);--awb-text-font-weight:var(--awb-typography4-font-weight);--awb-text-font-style:var(--awb-typography4-font-style);"><p>Lokalita: Mostecká pánev<br />
Objednatel: Vodohospodářský rozvoj a&nbsp;výstavba (VRV), a.s., 2022</p>
<p>Zaměřením zakázky byla specifikace hydrogeologických poměrů, výpočet úrovně a&nbsp;vývoje hladiny a&nbsp;směrů proudění podzemní vody při zatápění lomu ČSA v&nbsp;jeho blízkém okolí a&nbsp;vzájemné ovlivnění hladiny podzemní vody a&nbsp;hladiny vody v&nbsp;novém jezeře po jeho napuštění.</p>
<p><img fetchpriority="high" decoding="async" class="aligncenter wp-image-2538 size-large" src="https://1progeo.cz/wp-content/uploads/2024/05/vrstvy_paraview-1-1024x714.jpg" alt="Výpočetní síť numerického modelu" width="1024" height="714" srcset="https://1progeo.cz/wp-content/uploads/2024/05/vrstvy_paraview-1-200x140.jpg 200w, https://1progeo.cz/wp-content/uploads/2024/05/vrstvy_paraview-1-300x209.jpg 300w, https://1progeo.cz/wp-content/uploads/2024/05/vrstvy_paraview-1-400x279.jpg 400w, https://1progeo.cz/wp-content/uploads/2024/05/vrstvy_paraview-1-600x419.jpg 600w, https://1progeo.cz/wp-content/uploads/2024/05/vrstvy_paraview-1-768x536.jpg 768w, https://1progeo.cz/wp-content/uploads/2024/05/vrstvy_paraview-1-800x558.jpg 800w, https://1progeo.cz/wp-content/uploads/2024/05/vrstvy_paraview-1-1024x714.jpg 1024w, https://1progeo.cz/wp-content/uploads/2024/05/vrstvy_paraview-1-1200x837.jpg 1200w, https://1progeo.cz/wp-content/uploads/2024/05/vrstvy_paraview-1.jpg 1230w" sizes="(max-width: 1024px) 100vw, 1024px" /></p>
</div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-2 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"></div></div></div></div>
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			</item>
		<item>
		<title>Simulace vlivu průběhu povodňové vlny</title>
		<link>https://1progeo.cz/portfolio-items/simulace-vlivu-prubehu-povodnove-vlny/</link>
					<comments>https://1progeo.cz/portfolio-items/simulace-vlivu-prubehu-povodnove-vlny/#respond</comments>
		
		<dc:creator><![CDATA[Richard Minarik]]></dc:creator>
		<pubDate>Sun, 03 Dec 2023 12:30:13 +0000</pubDate>
				<guid isPermaLink="false">http://1progeo.cz/?post_type=avada_portfolio&#038;p=1695</guid>

					<description><![CDATA[Simulace vlivu průběhu povodňové vlny v korytě Moravy na podzemní vody v sedimentech Mohelnické brázdy   Lokalita: Mohelnice Objednatel: ČHMU 2002]]></description>
										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-2 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-right:0px;--awb-padding-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1248px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-3 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-title title fusion-title-2 fusion-sep-none fusion-title-text fusion-title-size-two" style="--awb-font-size:35px;"><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Titillium Web&quot;;font-style:normal;font-weight:600;margin:0;font-size:1em;letter-spacing:var(--awb-typography2-letter-spacing);text-transform:var(--awb-typography2-text-transform);line-height:var(--awb-typography2-line-height);">Simulace vlivu průběhu povodňové vlny v&nbsp;korytě Moravy na podzemní vody v&nbsp;sedimentech Mohelnické brázdy</h2></div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-4 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-2" style="--awb-font-size:var(--awb-typography4-font-size);--awb-line-height:var(--awb-typography4-line-height);--awb-letter-spacing:var(--awb-typography4-letter-spacing);--awb-text-transform:var(--awb-typography4-text-transform);--awb-text-font-family:var(--awb-typography4-font-family);--awb-text-font-weight:var(--awb-typography4-font-weight);--awb-text-font-style:var(--awb-typography4-font-style);"><p>Lokalita: Mohelnice<br />
Objednatel: ČHMU<br />
2002</p>
</div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-5 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"></div></div></div></div>
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			</item>
		<item>
		<title>Hodnocení vlivu protipovodňových opatření a&#160;revitalizace toku</title>
		<link>https://1progeo.cz/portfolio-items/hodnoceni-vlivu-protipovodnovych-opatreni-a-revitalizace-toku/</link>
					<comments>https://1progeo.cz/portfolio-items/hodnoceni-vlivu-protipovodnovych-opatreni-a-revitalizace-toku/#respond</comments>
		
		<dc:creator><![CDATA[Richard Minarik]]></dc:creator>
		<pubDate>Sun, 03 Dec 2023 12:29:38 +0000</pubDate>
				<guid isPermaLink="false">http://1progeo.cz/?post_type=avada_portfolio&#038;p=1693</guid>

					<description><![CDATA[Hodnocení vlivu protipovodňových opatření a revitalizace toku Jizery na kvantitativní a kvalitativní parametry kvartérní zvodně v lokalitě Benátky nad Jizerou   Lokalita: Benátky n. Jiz. Objednatel: Vodohospodářský rozvoj a výstavba a.s. 2010]]></description>
										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-3 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-right:0px;--awb-padding-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1248px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-6 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-title title fusion-title-3 fusion-sep-none fusion-title-text fusion-title-size-two" style="--awb-font-size:35px;"><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Titillium Web&quot;;font-style:normal;font-weight:600;margin:0;font-size:1em;letter-spacing:var(--awb-typography2-letter-spacing);text-transform:var(--awb-typography2-text-transform);line-height:var(--awb-typography2-line-height);">Hodnocení vlivu protipovodňových opatření a&nbsp;revitalizace toku Jizery na kvantitativní a&nbsp;kvalitativní parametry kvartérní zvodně v&nbsp;lokalitě Benátky nad Jizerou</h2></div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-7 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-3" style="--awb-font-size:var(--awb-typography4-font-size);--awb-line-height:var(--awb-typography4-line-height);--awb-letter-spacing:var(--awb-typography4-letter-spacing);--awb-text-transform:var(--awb-typography4-text-transform);--awb-text-font-family:var(--awb-typography4-font-family);--awb-text-font-weight:var(--awb-typography4-font-weight);--awb-text-font-style:var(--awb-typography4-font-style);"><p>Lokalita: Benátky n. Jiz.<br />
Objednatel: Vodohospodářský rozvoj a&nbsp;výstavba a.s.<br />
2010</p>
</div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-8 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"></div></div></div></div>
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			</item>
		<item>
		<title>Hodnocení vlivu protipovodňových opatření</title>
		<link>https://1progeo.cz/portfolio-items/hodnoceni-vlivu-protipovodnovych-opatreni/</link>
					<comments>https://1progeo.cz/portfolio-items/hodnoceni-vlivu-protipovodnovych-opatreni/#respond</comments>
		
		<dc:creator><![CDATA[Richard Minarik]]></dc:creator>
		<pubDate>Sun, 03 Dec 2023 12:28:42 +0000</pubDate>
				<guid isPermaLink="false">http://1progeo.cz/?post_type=avada_portfolio&#038;p=1691</guid>

					<description><![CDATA[Hodnocení vlivu protipovodňových opatření na proudění podzemní vody během průběhu stoleté povodně a za přirozených poměrů proudění   Lokalita: Polabec Objednatel: Hydroprojekt a.s. 2011]]></description>
										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-4 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-right:0px;--awb-padding-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1248px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-9 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-title title fusion-title-4 fusion-sep-none fusion-title-text fusion-title-size-two" style="--awb-font-size:35px;"><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Titillium Web&quot;;font-style:normal;font-weight:600;margin:0;font-size:1em;letter-spacing:var(--awb-typography2-letter-spacing);text-transform:var(--awb-typography2-text-transform);line-height:var(--awb-typography2-line-height);">Hodnocení vlivu protipovodňových opatření na proudění podzemní vody během průběhu stoleté povodně a&nbsp;za přirozených poměrů proudění</h2></div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-10 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-4" style="--awb-font-size:var(--awb-typography4-font-size);--awb-line-height:var(--awb-typography4-line-height);--awb-letter-spacing:var(--awb-typography4-letter-spacing);--awb-text-transform:var(--awb-typography4-text-transform);--awb-text-font-family:var(--awb-typography4-font-family);--awb-text-font-weight:var(--awb-typography4-font-weight);--awb-text-font-style:var(--awb-typography4-font-style);"><p>Lokalita: Polabec<br />
Objednatel: Hydroprojekt a.s.<br />
2011</p>
</div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-11 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"></div></div></div></div>
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			</item>
		<item>
		<title>Matematický model proudění</title>
		<link>https://1progeo.cz/portfolio-items/matematicky-model-proudeni/</link>
					<comments>https://1progeo.cz/portfolio-items/matematicky-model-proudeni/#respond</comments>
		
		<dc:creator><![CDATA[Richard Minarik]]></dc:creator>
		<pubDate>Sun, 03 Dec 2023 12:28:06 +0000</pubDate>
				<guid isPermaLink="false">http://1progeo.cz/?post_type=avada_portfolio&#038;p=1689</guid>

					<description><![CDATA[Hodnocení vlivu protipovodňových opatření na proudění podzemní vody - matematický model proudění   Lokalita: Mělník Objednatel: AZ Consult 2011]]></description>
										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-5 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-right:0px;--awb-padding-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1248px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-12 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-title title fusion-title-5 fusion-sep-none fusion-title-text fusion-title-size-two" style="--awb-font-size:35px;"><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Titillium Web&quot;;font-style:normal;font-weight:600;margin:0;font-size:1em;letter-spacing:var(--awb-typography2-letter-spacing);text-transform:var(--awb-typography2-text-transform);line-height:var(--awb-typography2-line-height);">Hodnocení vlivu protipovodňových opatření na proudění podzemní vody &#8211; matematický model proudění</h2></div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-13 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-5" style="--awb-font-size:var(--awb-typography4-font-size);--awb-line-height:var(--awb-typography4-line-height);--awb-letter-spacing:var(--awb-typography4-letter-spacing);--awb-text-transform:var(--awb-typography4-text-transform);--awb-text-font-family:var(--awb-typography4-font-family);--awb-text-font-weight:var(--awb-typography4-font-weight);--awb-text-font-style:var(--awb-typography4-font-style);"><p>Lokalita: Mělník<br />
Objednatel: AZ Consult<br />
2011</p>
</div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-14 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"></div></div></div></div>
]]></content:encoded>
					
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			</item>
		<item>
		<title>Hydraulické posouzení protipovodňové stěny</title>
		<link>https://1progeo.cz/portfolio-items/hydraulicke-posouzeni-protipovodnove-steny/</link>
					<comments>https://1progeo.cz/portfolio-items/hydraulicke-posouzeni-protipovodnove-steny/#respond</comments>
		
		<dc:creator><![CDATA[Richard Minarik]]></dc:creator>
		<pubDate>Sun, 03 Dec 2023 12:27:11 +0000</pubDate>
				<guid isPermaLink="false">http://1progeo.cz/?post_type=avada_portfolio&#038;p=1687</guid>

					<description><![CDATA[Hydraulické posouzení protipovodňové stěny, ulice Lužnická   Lokalita: Tábor Objednatel: Vodohospodářský rozvoj a výstavba a.s. 2012]]></description>
										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-6 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-right:0px;--awb-padding-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1248px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-15 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-title title fusion-title-6 fusion-sep-none fusion-title-text fusion-title-size-two" style="--awb-font-size:35px;"><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Titillium Web&quot;;font-style:normal;font-weight:600;margin:0;font-size:1em;letter-spacing:var(--awb-typography2-letter-spacing);text-transform:var(--awb-typography2-text-transform);line-height:var(--awb-typography2-line-height);">Hydraulické posouzení protipovodňové stěny, ulice Lužnická</h2></div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-16 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-6" style="--awb-font-size:var(--awb-typography4-font-size);--awb-line-height:var(--awb-typography4-line-height);--awb-letter-spacing:var(--awb-typography4-letter-spacing);--awb-text-transform:var(--awb-typography4-text-transform);--awb-text-font-family:var(--awb-typography4-font-family);--awb-text-font-weight:var(--awb-typography4-font-weight);--awb-text-font-style:var(--awb-typography4-font-style);"><p>Lokalita: Tábor<br />
Objednatel: Vodohospodářský rozvoj a&nbsp;výstavba a.s.<br />
2012</p>
</div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-17 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"></div></div></div></div>
]]></content:encoded>
					
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			</item>
		<item>
		<title>Návrh a&#160;hodnocení podzemní protipovodňové stěny</title>
		<link>https://1progeo.cz/portfolio-items/navrh-a-hodnoceni-podzemni-protipovodnove-steny/</link>
					<comments>https://1progeo.cz/portfolio-items/navrh-a-hodnoceni-podzemni-protipovodnove-steny/#respond</comments>
		
		<dc:creator><![CDATA[Richard Minarik]]></dc:creator>
		<pubDate>Sun, 03 Dec 2023 12:26:16 +0000</pubDate>
				<guid isPermaLink="false">http://1progeo.cz/?post_type=avada_portfolio&#038;p=1685</guid>

					<description><![CDATA[PPO Beroun - levý břeh - návrh a hodnocení podzemní protipovodňové stěny   Lokalita: Beroun Objednatel: Sweco Hydroprojekt a.s. 2013]]></description>
										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-7 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-right:0px;--awb-padding-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1248px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-18 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-title title fusion-title-7 fusion-sep-none fusion-title-text fusion-title-size-two" style="--awb-font-size:35px;"><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Titillium Web&quot;;font-style:normal;font-weight:600;margin:0;font-size:1em;letter-spacing:var(--awb-typography2-letter-spacing);text-transform:var(--awb-typography2-text-transform);line-height:var(--awb-typography2-line-height);">PPO Beroun &#8211; levý břeh &#8211; návrh a&nbsp;hodnocení podzemní protipovodňové stěny</h2></div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-19 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-7" style="--awb-font-size:var(--awb-typography4-font-size);--awb-line-height:var(--awb-typography4-line-height);--awb-letter-spacing:var(--awb-typography4-letter-spacing);--awb-text-transform:var(--awb-typography4-text-transform);--awb-text-font-family:var(--awb-typography4-font-family);--awb-text-font-weight:var(--awb-typography4-font-weight);--awb-text-font-style:var(--awb-typography4-font-style);"><p>Lokalita: Beroun<br />
Objednatel: Sweco Hydroprojekt a.s.<br />
2013</p>
</div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-20 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"></div></div></div></div>
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			</item>
		<item>
		<title>Optimalizace podzemní těsnící stěny</title>
		<link>https://1progeo.cz/portfolio-items/optimalizace-podzemni-tesnici-steny/</link>
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		<dc:creator><![CDATA[Richard Minarik]]></dc:creator>
		<pubDate>Sun, 03 Dec 2023 12:25:33 +0000</pubDate>
				<guid isPermaLink="false">http://1progeo.cz/?post_type=avada_portfolio&#038;p=1683</guid>

					<description><![CDATA[Tichá Orlice, Ústí nad Orlicí - zvýšení ochrany města hrázemi, rekonstrukcí koryt a jezů - modelové hodnocení proudění podzemní vody a optimalizace podzemní těsnící stěny   Lokalita: povodí Tiché Orlice Objednatel: SWECO Hydroprojekt, a.s. 2015]]></description>
										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-8 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-right:0px;--awb-padding-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1248px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-21 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-title title fusion-title-8 fusion-sep-none fusion-title-text fusion-title-size-two" style="--awb-font-size:35px;"><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Titillium Web&quot;;font-style:normal;font-weight:600;margin:0;font-size:1em;letter-spacing:var(--awb-typography2-letter-spacing);text-transform:var(--awb-typography2-text-transform);line-height:var(--awb-typography2-line-height);">Tichá Orlice, Ústí nad Orlicí &#8211; zvýšení ochrany města hrázemi, rekonstrukcí koryt a&nbsp;jezů &#8211; modelové hodnocení proudění podzemní vody a&nbsp;optimalizace podzemní těsnící stěny</h2></div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-22 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-8" style="--awb-font-size:var(--awb-typography4-font-size);--awb-line-height:var(--awb-typography4-line-height);--awb-letter-spacing:var(--awb-typography4-letter-spacing);--awb-text-transform:var(--awb-typography4-text-transform);--awb-text-font-family:var(--awb-typography4-font-family);--awb-text-font-weight:var(--awb-typography4-font-weight);--awb-text-font-style:var(--awb-typography4-font-style);"><p>Lokalita: povodí Tiché Orlice<br />
Objednatel: SWECO Hydroprojekt, a.s.<br />
2015</p>
</div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-23 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"></div></div></div></div>
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			</item>
		<item>
		<title>Model proudění podzemní vody</title>
		<link>https://1progeo.cz/portfolio-items/model-proudeni-podzemni-vody/</link>
					<comments>https://1progeo.cz/portfolio-items/model-proudeni-podzemni-vody/#respond</comments>
		
		<dc:creator><![CDATA[Richard Minarik]]></dc:creator>
		<pubDate>Sun, 03 Dec 2023 12:24:36 +0000</pubDate>
				<guid isPermaLink="false">http://1progeo.cz/?post_type=avada_portfolio&#038;p=1681</guid>

					<description><![CDATA[Mělník, protipovodňová ochrana - II.etapa (model proudění podzemní vody)   Lokalita: Mělník a okolí Objednatel: Povodí Labe, s.p. 2016]]></description>
										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-9 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-right:0px;--awb-padding-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1248px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-24 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-title title fusion-title-9 fusion-sep-none fusion-title-text fusion-title-size-two" style="--awb-font-size:35px;"><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Titillium Web&quot;;font-style:normal;font-weight:600;margin:0;font-size:1em;letter-spacing:var(--awb-typography2-letter-spacing);text-transform:var(--awb-typography2-text-transform);line-height:var(--awb-typography2-line-height);">Mělník, protipovodňová ochrana &#8211; II.etapa (model proudění podzemní vody)</h2></div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-25 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-9" style="--awb-font-size:var(--awb-typography4-font-size);--awb-line-height:var(--awb-typography4-line-height);--awb-letter-spacing:var(--awb-typography4-letter-spacing);--awb-text-transform:var(--awb-typography4-text-transform);--awb-text-font-family:var(--awb-typography4-font-family);--awb-text-font-weight:var(--awb-typography4-font-weight);--awb-text-font-style:var(--awb-typography4-font-style);"><p>Lokalita: Mělník a&nbsp;okolí<br />
Objednatel: Povodí Labe, s.p.<br />
2016</p>
</div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-26 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"></div></div></div></div>
]]></content:encoded>
					
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			</item>
		<item>
		<title>Hydrogeologické posouzení protipovodňových opatření</title>
		<link>https://1progeo.cz/portfolio-items/hydrogeologicke-posouzeni-protipovodnovych-opatreni/</link>
					<comments>https://1progeo.cz/portfolio-items/hydrogeologicke-posouzeni-protipovodnovych-opatreni/#respond</comments>
		
		<dc:creator><![CDATA[Richard Minarik]]></dc:creator>
		<pubDate>Sun, 03 Dec 2023 12:23:42 +0000</pubDate>
				<guid isPermaLink="false">http://1progeo.cz/?post_type=avada_portfolio&#038;p=1678</guid>

					<description><![CDATA[Hydrogeologické posouzení vlivu přírodě blízkých protipovodňových opatření v povodí Dědiny   Lokalita: povodí Dědiny, vodní zdroj Litá Objednatel: Vodohospodářský rozvoj a výstavba (VRV), a.s. 2020]]></description>
										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-10 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-right:0px;--awb-padding-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1248px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-27 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-title title fusion-title-10 fusion-sep-none fusion-title-text fusion-title-size-two" style="--awb-font-size:35px;"><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Titillium Web&quot;;font-style:normal;font-weight:600;margin:0;font-size:1em;letter-spacing:var(--awb-typography2-letter-spacing);text-transform:var(--awb-typography2-text-transform);line-height:var(--awb-typography2-line-height);">Hydrogeologické posouzení vlivu přírodě blízkých protipovodňových opatření v&nbsp;povodí Dědiny</h2></div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-28 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-10" style="--awb-font-size:var(--awb-typography4-font-size);--awb-line-height:var(--awb-typography4-line-height);--awb-letter-spacing:var(--awb-typography4-letter-spacing);--awb-text-transform:var(--awb-typography4-text-transform);--awb-text-font-family:var(--awb-typography4-font-family);--awb-text-font-weight:var(--awb-typography4-font-weight);--awb-text-font-style:var(--awb-typography4-font-style);"><p>Lokalita: povodí Dědiny, vodní zdroj Litá<br />
Objednatel: Vodohospodářský rozvoj a&nbsp;výstavba (VRV), a.s.<br />
2020</p>
</div></div></div><div class="fusion-layout-column fusion_builder_column fusion-builder-column-29 fusion_builder_column_1_2 1_2 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"></div></div></div></div>
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