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of 12-14 cm. The second site is approximately 3 km downstream on a dead river branch,labeled B. We analyzed two different sediments in this second site, one from a depth of 25-30cm, the second was from a depth of 45-50 cm. These depths were chosen due to their highlevel of Cesium-137 indicating recent deposit (i.e. younger then 1986). The metalconcentrations on the samples were assured as to fulfill the criteria of the limit of detection ofthe following microscopic analysis by applying total digestion to the samples and analyses onICP-MS.Depth25-30 cm45-50 cmBADepth12-14 cmFigure 7 An EDS Spectrum of stainless steelA manual check was done by randomly observing spectra and particles to confirm that theywere correctly classed. Interesting particles was further analyzed by producing morphologicalimages and chemical maps of the particles.Figure 6 Sampling site on the Seine River for this studyPreviously freeze dried samples were grounded on agate mortar. Bulk samples, samples
Analysis on fine fraction (< 50 μm and magnetic fraction of
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Organising committee• Martin SEID
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INTRODUCTION1 Urban Water in Middle
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Even if the Oslo II text provides t
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In order for water to become a sour
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to do so was evaluated on a scale o
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APPENDIX 1SURVEYI’m a student at
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The case of Nantes Métropole shows
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« If the basin notion can assume s
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4 Safeguarding urban areas confront
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adaptation measures any planning of
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5 The river front of Benares : betw
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With time this sewage system instal
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Geografia e Estatística (IBGE, Bra
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Acselrad, H. (1999). Discursos da S
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effective and adaptive governance p
Page 33 and 34: seeks to uncover a deeper meaning o
Page 35 and 36: 8 Economic and environmental foresi
Page 37 and 38: TABLE 2: Example of a classical Inp
Page 39 and 40: 9 Integrating multidisciplinary inf
Page 41: TABLE 03: Regular data collection a
Page 44 and 45: ix. Mark M. Brinson, Richard D. Rhe
Page 46 and 47: operation is thus a critical elemen
Page 48 and 49: government agencies at State Level
Page 50 and 51: of the Berlin Centre of Competence
Page 52 and 53: problem is a process that was devel
Page 54 and 55: 12 "Appropriate technologies" for d
Page 56 and 57: Study areaIn the aftermath of the O
Page 58 and 59: This work’s aim is to analyse the
Page 60 and 61: INTRODUCTION14 Strategic management
Page 62 and 63: In terms of a definition of the pro
Page 64 and 65: charge of urban water infrastructur
Page 66 and 67: Pineda Pablos, N. (2002) “La Pol
Page 68 and 69: have been utilised. These included
Page 70 and 71: that damage to soil was a risk from
Page 72 and 73: autoclaved tap water. After COD cal
Page 74 and 75: Figure 5: Cluster analysis of micro
Page 76 and 77: INTRODUCTION17 Problem of land use
Page 78 and 79: the city has neither adequate sewer
Page 80 and 81: Impeller flow logging. The impeller
Page 82 and 83: Ambient tests give a clear indicati
Page 86 and 87: REFERENCESBibby, R.L. & Webster-Bro
Page 88 and 89: subsequent detection of T. gondii o
Page 90 and 91: REFERENCESAramini, J. J., Stephen,
Page 92 and 93: Some authors such as (Eriksson et a
Page 94 and 95: REFERENCESAllen Burton G. Jr. and P
Page 96 and 97: 22 Impact of Land Use on Water Qual
Page 98 and 99: 3.3 SedimentationGenerally, Phewa L
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