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radon in groundwater - Mark- och vattenteknik - KTH

radon in groundwater - Mark- och vattenteknik - KTH

radon in groundwater - Mark- och vattenteknik - KTH

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Kirlna Skeppström TRITA LWR.LIC 2032The assumed fracture zones are also givenby the l<strong>in</strong>eament maps and the position ofthe zones and their water conduct<strong>in</strong>g propertiesare uncerta<strong>in</strong>.Results of pr<strong>in</strong>cipal component analysis(PCA) are presented <strong>in</strong> Table 3. The methodanalyses only quantitative factors and <strong>in</strong>order to expla<strong>in</strong> 86% of the variance <strong>in</strong> theorig<strong>in</strong>al dataset, five components (PC) wereneeded. Although it was possible to see thevarious load<strong>in</strong>gs com<strong>in</strong>g from each factor <strong>in</strong>a component, it was often difficult to <strong>in</strong>terpretthese components and the <strong>in</strong>terpretationwas to some extent subjective.PC 1 was pr<strong>in</strong>cipally loaded by the factors ofaltitude and the relative altitude with<strong>in</strong>100 m and 500 m. This component was<strong>in</strong>terpreted as a property that guides thetransport of <strong>radon</strong> <strong>in</strong> water. The factor ofaltitude and its derivatives <strong>in</strong>directly provided<strong>in</strong>formation about the flow paths andflow speed of <strong>groundwater</strong>. The secondpr<strong>in</strong>cipal component (PC 2) was moderatelyloaded by uranium content <strong>in</strong> the bedrock,distance to fracture zone and <strong>radon</strong> concentration<strong>in</strong> <strong>groundwater</strong>. PC 2 was <strong>in</strong>terpretedas an enrichment of uranium <strong>in</strong> the fracturezones. Uranium content <strong>in</strong> the bedrock,<strong>radon</strong> concentrations <strong>in</strong> <strong>groundwater</strong> anddifference <strong>in</strong> altitude carried the highestload<strong>in</strong>g <strong>in</strong> PC 3. That component might bean <strong>in</strong>dicator of <strong>radon</strong> and uranium transport<strong>in</strong> <strong>groundwater</strong>, as a result of the heightdifference. PC 4 was loaded by a s<strong>in</strong>glefactor and was probably related directly tothe fracture fill<strong>in</strong>gs. The fifth pr<strong>in</strong>cipal component(PC 5) was reta<strong>in</strong>ed as the emanationof <strong>radon</strong> from uranium, s<strong>in</strong>ce the load<strong>in</strong>gscame from these parameters.Table 2: Results of Kruskal-Wallis ANOVAby ranksFactorsSoil at well locationBedrock at welllocationLand use at welllocationUranium content(ppm) <strong>in</strong> bedrockAltitude (m a.s.l)Relative altitudewith<strong>in</strong> 100 m (%)Distance fromfracture (m)Clay/SiltTillRockClassesSand/gravelMetasedimentaryFelsic gneissesMafic rocksGraniteSummer housesPermanent housesFields, forests0-22-44-66-8> 80-2020-4040-60>600-2020-4040-6060-8080-100200RadonMedianvalue (Bq/l)280252200224150240150540190163370190260495410195240240147125200240250250210220210205230Table 3: Pr<strong>in</strong>cipal component load<strong>in</strong>gs for quantitative factors . Significant load<strong>in</strong>gs are marked <strong>in</strong>boldPC 1 PC 2 PC 3 PC 4 PC 5Radon content <strong>in</strong> <strong>groundwater</strong> (z 1 ) -0.093 0.493 0.427 0.159 0.723Altitude of the well (z 2 ) 0.586 -0.114 0.129 -0.258 0.235Relative altitude with<strong>in</strong> 100 m (z 3 ) 0.432 0.280 -0.375 0.331 -0.079Relative altitude with<strong>in</strong> 500 m (z 4 ) 0.608 0.238 -0.116 -0.014 -0.007Difference <strong>in</strong> altitude (z 5 ) 0.246 -0.538 0.354 -0.325 0.146Uranium content <strong>in</strong> rock (z 6 ) 0.106 0.370 0.666 -0.045 -0.627Distance to fracture zone (z 7 ) -0.140 0.428 -0.280 -0.831 0.01114

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