000
| 02241nam 2200361za 4500 |
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001 | 9.845934 |
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003 | CaOODSP |
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005 | 20221107153100 |
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007 | cr ||||||||||| |
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008 | 171023s2007 onca|||fo||||f000 0 eng d |
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040 | |aCaOODSP|beng |
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041 | |aeng|bfre |
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043 | |an-cn-on |
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086 | 1 |aEn83-9/07-315E-PDF |
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100 | 1 |aRosa, Fernando. |
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245 | 10|aContaminant migration via sediment porewater through a sub-aqueous cap over Hamilton Harbour sediments |h[electronic resource] / |cFernando Rosa and Todd Breedon. |
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260 | |a[Burlington, Ontario] : |bEnvironment Canada, Water Science and Technology Directorate, |c[2007]. |
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300 | |a14, [21] p. : |bill. |
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490 | 1 |aWSTD contribution ; |vno. 07-315 |
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500 | |aCover title. |
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500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
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504 | |aIncludes bibliographic references. |
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520 | 0 |a"In the summer of 1995 Environment Canada carried out a pilot-scale sediment capping project in Hamilton Harbour. Clean sand (medium to coarse grain size) was placed over an area of bottom sediment, approximately 100 m by 100 m, to an average thickness of 35 cm. The average water depth of the capped area is 15 m and the maximum slope of the site is about 1.9°. Several factors, such as bottom currents, ship traffic and wave induced shear stress were considered in the selection of the site (Zeman 1994). Results of the pre-capping geotechnical and sedimentological testing were discussed by Zeman et al (1995) ... The objectives of this study were to assess the long-term mobility of different pore water elements through the cap material and to measure the quality and quantity of harbour sediments resettling on the cap surface"--Introd., p. 3. |
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546 | |aIncludes abstract in French. |
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692 | 07|2gccst|aWater quality |
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692 | 07|2gccst|aSediments |
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700 | 1 |aBreedon, Todd. |
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710 | 1 |aCanada. |bEnvironment Canada. |
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710 | 1 |aCanada. |bWater Science and Technology Directorate. |
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830 | #0|aWSTD contribution ;|vno. 07-315|w(CaOODSP)9.845900 |
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856 | 40|qPDF|s1.23 MB|uhttps://publications.gc.ca/collections/collection_2017/eccc/En83-9-07-315-eng.pdf |
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