首页> 外文会议>International Conference on Coastal Management; 20031015-20031017; Brighton; GB >Evaluation of coastal process impacts arising from nearshore aggregate dredging for beach recharge -Shingles Banks, Christchurch Bay
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Evaluation of coastal process impacts arising from nearshore aggregate dredging for beach recharge -Shingles Banks, Christchurch Bay

机译:评估近岸骨料疏for对海滩补给产生的沿海过程影响-基督城湾Shingles Banks

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Although monitoring is a requirement of all aggregate production licences (within the UK), this generally relates to examination of physical or biological impacts within, or immediately adjacent to, the dredging area. Relatively few licences require detailed monitoring of the coastal zone, as aggregate dredging-areas are usually in relatively deep water (>20m) and some distance from the shoreline. Post-dredging responses of the Shingles Banks dredging area; shoreline; and nearshore bathymetry of Christchurch Bay and Western Isle of Wight, are examined, in relation to a nearshore shallow water aggregate dredging programme for beach recharge of Hurst Spit. Data from an intensive 6-year programme of field monitoring and analysis has been compared with pre-dredging coastal process impact assessments, based largely on numerical modelling. Surveys have been integrated within best practice local and regional schemes of shoreline management and monitoring, to identify patterns of erosion and accretion. Changes have also been monitored at control sites, outside of the potential influence of the dredging area. Conditions in the shelter of the offshore banks have been shown to be less severe than numerical modelling methods have previously suggested. Conversely, the offshore wave climate, to seawards of the dredging area, has been more severe than long-term statistical modelling methods have predicted; this suggests increased storminess over the analysis period. Shoreline responses demonstrate that beaches on the shoreline of the Isle of Wight have not been affected by dredging activity. Beaches have remained stable, despite increased storm activity. Offshore bathymetric surveys have demonstrated considerable movements and continued evolution of a dynamic offshore bank system, in response to wave and current action; this has remained in context relative to historical patterns of movement Some of the risks, uncertainties and conflicts, associated with nearshore aggregate dredging for beach recharge purposes, are highlighted. The benefits of intensive aggregate-licence monitoring requirements, and co-operation between local authorities are demonstrated, providing a robust analytical approach to coastal process impact assessment of nearshore dredging.
机译:尽管必须对所有总体生产许可证(在英国范围内)进行监测,但这通常涉及对挖泥区域内或紧邻挖泥区域的物理或生物影响进行检查。相对较少的许可证要求对沿海地区进行详细监控,因为疏aggregate区域通常位于相对较深的水中(> 20m),并且距海岸线有些距离。 Shingles Bank疏ging区的疏d后响应;海岸线结合克斯特彻奇湾和怀特岛的近岸测深法,对赫斯特吐水滩的近岸浅水骨料疏program计划进行了研究。一项密集的为期六年的现场监测和分析计划的数据已与主要基于数值建模的疏pre沿海过程影响评估进行了比较。调查已纳入海岸线管理和监测的最佳实践的本地和区域计划中,以识别侵蚀和堆积的模式。在疏sites区域的潜在影响范围之外,还对控制地点的变化进行了监控。已经证明,离岸银行避难所的条件不像以前建议的数值建模方法那样严重。相反,疏ed区向海的近海波浪气候比长期统计建模方法所预测的更为严峻。这表明在分析期间暴风雨增加。海岸线的响应表明,怀特岛海岸线上的海滩并未受到疏activity活动的影响。尽管风暴活动增加,海滩仍保持稳定。离岸测深调查表明,随着海浪和当前行为的变化,动态的离岸银行系统发生了相当大的运动并不断发展。相对于历史上的移动模式而言,这仍然是背景情况。本文着重指出了与近岸集疏沙用于海滩补给有关的一些风险,不确定性和冲突。展示了密集的总许可监控要求以及地方当局之间的合作的好处,为近海疏coastal的沿海过程影响评估提供了一种强有力的分析方法。

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