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| 8 | "author_department": "Institute for Water and Environmental | 8 | "author_department": "Institute for Water and Environmental | ||
| 9 | Engineering, Department of Civil Engineering", | 9 | Engineering, Department of Civil Engineering", | ||
| 10 | "author_email": "atheron1@csir.co.za", | 10 | "author_email": "atheron1@csir.co.za", | ||
| 11 | "author_name": "Andre K.", | 11 | "author_name": "Andre K.", | ||
| 12 | "author_organization": "Stellenbosch University", | 12 | "author_organization": "Stellenbosch University", | ||
| 13 | "author_surname": "Theron", | 13 | "author_surname": "Theron", | ||
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| 18 | Engineering, Department of Civil Engineering", | 18 | Engineering, Department of Civil Engineering", | ||
| 19 | "author_email": "", | 19 | "author_email": "", | ||
| 20 | "author_name": "Gerrit R.", | 20 | "author_name": "Gerrit R.", | ||
| 21 | "author_organization": "Stellenbosch University", | 21 | "author_organization": "Stellenbosch University", | ||
| 22 | "author_surname": "Basson" | 22 | "author_surname": "Basson" | ||
| 23 | } | 23 | } | ||
| 24 | ], | 24 | ], | ||
| 25 | "citation_title": "Theron, A.K., & Basson, G.R. (2018). Reservoir | 25 | "citation_title": "Theron, A.K., & Basson, G.R. (2018). Reservoir | ||
| 26 | sedimentation and potential impact of the proposed Smithfield Dam on | 26 | sedimentation and potential impact of the proposed Smithfield Dam on | ||
| 27 | the uMkhomazi River on the coastal sediment budget and shoreline | 27 | the uMkhomazi River on the coastal sediment budget and shoreline | ||
| 28 | stability. Conference paper, November 2018. Stellenbosch University, | 28 | stability. Conference paper, November 2018. Stellenbosch University, | ||
| 29 | South Africa.", | 29 | South Africa.", | ||
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| 35 | "contact_name": "Andre K.", | 35 | "contact_name": "Andre K.", | ||
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| 57 | "keywords": "reservoir sedimentation, Smithfield Dam, uMkhomazi | 57 | "keywords": "reservoir sedimentation, Smithfield Dam, uMkhomazi | ||
| 58 | River, sediment yield, coastal sediment budget, shoreline stability, | 58 | River, sediment yield, coastal sediment budget, shoreline stability, | ||
| 59 | dam impacts, hydrodynamic modelling, sediment transport, sand mining, | 59 | dam impacts, hydrodynamic modelling, sediment transport, sand mining, | ||
| 60 | coastal erosion, KwaZulu\u2011Natal", | 60 | coastal erosion, KwaZulu\u2011Natal", | ||
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| 76 | "notes": "This conference paper investigates reservoir sedimentation | 76 | "notes": "This conference paper investigates reservoir sedimentation | ||
| 77 | and downstream coastal impacts associated with the proposed Smithfield | 77 | and downstream coastal impacts associated with the proposed Smithfield | ||
| 78 | Dam on the uMkhomazi River, KwaZulu\u2011Natal, South Africa. A review | 78 | Dam on the uMkhomazi River, KwaZulu\u2011Natal, South Africa. A review | ||
| 79 | of regional sediment yields was conducted and combined with | 79 | of regional sediment yields was conducted and combined with | ||
| 80 | 2\u2011dimensional hydrodynamic modelling to simulate reservoir | 80 | 2\u2011dimensional hydrodynamic modelling to simulate reservoir | ||
| 81 | sedimentation over a 100\u2011year period, indicating potential | 81 | sedimentation over a 100\u2011year period, indicating potential | ||
| 82 | storage capacity losses of 36\u201366% depending on future sediment | 82 | storage capacity losses of 36\u201366% depending on future sediment | ||
| 83 | yield scenarios.\r\nA 1\u2011dimensional hydrodynamic and sediment | 83 | yield scenarios.\r\nA 1\u2011dimensional hydrodynamic and sediment | ||
| 84 | transport model was applied to assess pre\u2011 and post\u2011dam | 84 | transport model was applied to assess pre\u2011 and post\u2011dam | ||
| 85 | sediment routing from the dam site to the river mouth. Results show | 85 | sediment routing from the dam site to the river mouth. Results show | ||
| 86 | that the dam would trap nearly all coarse sediment, leading to a | 86 | that the dam would trap nearly all coarse sediment, leading to a | ||
| 87 | long\u2011term reduction of approximately 74\u202f000\u202ft/a | 87 | long\u2011term reduction of approximately 74\u202f000\u202ft/a | ||
| 88 | (\u224821%) in sand delivery to the coast. This reduction corresponds | 88 | (\u224821%) in sand delivery to the coast. This reduction corresponds | ||
| 89 | to a 10% decrease in total longshore sediment supply at Durban, with | 89 | to a 10% decrease in total longshore sediment supply at Durban, with | ||
| 90 | implications for coastal sediment budgets and shoreline stability | 90 | implications for coastal sediment budgets and shoreline stability | ||
| 91 | north of the uMkhomazi River mouth.\r\n\r\nThe study further evaluates | 91 | north of the uMkhomazi River mouth.\r\n\r\nThe study further evaluates | ||
| 92 | cumulative impacts of existing sand mining, showing that dam sediment | 92 | cumulative impacts of existing sand mining, showing that dam sediment | ||
| 93 | trapping and sand mining would together reduce fluvial sand supply by | 93 | trapping and sand mining would together reduce fluvial sand supply by | ||
| 94 | up to 37%. Potential mitigation measures include sediment bypass | 94 | up to 37%. Potential mitigation measures include sediment bypass | ||
| 95 | tunnels, improved sand\u2011mining regulation, catchment management, | 95 | tunnels, improved sand\u2011mining regulation, catchment management, | ||
| 96 | and targeted beach nourishment. The findings highlight the importance | 96 | and targeted beach nourishment. The findings highlight the importance | ||
| 97 | of integrated river\u2013coast sediment management in future dam | 97 | of integrated river\u2013coast sediment management in future dam | ||
| 98 | planning.", | 98 | planning.", | ||
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