Influence of secondary flow on distribution of suspended sediment concentration
This research attempts to qualitatively evaluate the effects of secondary flow on the distribution of suspend sediment concentration. The analysis is simplified using a special mode of secondary flows generated by longitudinal bedforms. In the presence of secondary flows, the distribution may be sig...
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sg-ntu-dr.10356-836742020-03-07T11:43:36Z Influence of secondary flow on distribution of suspended sediment concentration Cheng, Nian-Sheng Wang, Zhi-Qian. School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Water resources This research attempts to qualitatively evaluate the effects of secondary flow on the distribution of suspend sediment concentration. The analysis is simplified using a special mode of secondary flows generated by longitudinal bedforms. In the presence of secondary flows, the distribution may be significantly distorted in the cross-sectional plane. Vertically, the concentration gradient increases in the upflow zone; laterally, the concentration distribution may vary periodically. The motion of suspended sediment particles are trapped in the retention zone and the concentration is homogenized. Accepted version 2012-03-22T09:16:18Z 2019-12-06T15:27:59Z 2012-03-22T09:16:18Z 2019-12-06T15:27:59Z 2008 2008 Journal Article Wang, Z. Q., & Cheng, N. S. (2008). Influence of secondary flow on distribution of suspended sediment concentration. Journal of Hydraulic Research, 46(4), 548-552. 0022-1686 https://hdl.handle.net/10356/83674 http://hdl.handle.net/10220/7669 10.3826/jhr.2008.3178 en Journal of hydraulic research © 2008 International Association of Hydraulic Engineering and Research. This is the author created version of a work that has been peer reviewed and accepted for publication by Journal of Hydraulic Research, International Association of Hydraulic Engineering and Research. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [http://dx.doi.org/10.3826/jhr.2008.3178]. application/pdf |
| institution |
Nanyang Technological University |
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NTU Library |
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Singapore |
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DR-NTU |
| language |
English |
| topic |
DRNTU::Engineering::Civil engineering::Water resources |
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DRNTU::Engineering::Civil engineering::Water resources Cheng, Nian-Sheng Wang, Zhi-Qian. Influence of secondary flow on distribution of suspended sediment concentration |
| description |
This research attempts to qualitatively evaluate the effects of secondary flow on the distribution of suspend sediment concentration. The analysis is simplified using a special mode of secondary flows generated by longitudinal bedforms. In the presence of secondary flows, the distribution may be significantly distorted in the cross-sectional plane. Vertically, the concentration gradient increases in the upflow zone; laterally, the concentration distribution may vary periodically. The motion of suspended sediment particles are trapped in the retention zone and the concentration is homogenized. |
| author2 |
School of Civil and Environmental Engineering |
| author_facet |
School of Civil and Environmental Engineering Cheng, Nian-Sheng Wang, Zhi-Qian. |
| format |
Article |
| author |
Cheng, Nian-Sheng Wang, Zhi-Qian. |
| author_sort |
Cheng, Nian-Sheng |
| title |
Influence of secondary flow on distribution of suspended sediment concentration |
| title_short |
Influence of secondary flow on distribution of suspended sediment concentration |
| title_full |
Influence of secondary flow on distribution of suspended sediment concentration |
| title_fullStr |
Influence of secondary flow on distribution of suspended sediment concentration |
| title_full_unstemmed |
Influence of secondary flow on distribution of suspended sediment concentration |
| title_sort |
influence of secondary flow on distribution of suspended sediment concentration |
| publishDate |
2012 |
| url |
https://hdl.handle.net/10356/83674 http://hdl.handle.net/10220/7669 |
| _version_ |
1681044428819529728 |