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Evaluation of coastal process impacts arising from nearshore aggregate dredging for beach recharge -Shingles Banks, Christchurch Bay

机译:基督城海湾海滩充电船临近疏浚近岸汇总疏浚的沿海过程影响的评价

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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:虽然监测是对所有汇总生产许可证(英国内)的要求,但这普遍涉及疏浚区域内或立即邻近疏浚区域的物理或生物影响。相对较少的许可证需要对沿海地区的详细监测,因为聚集疏浚区域通常在相对深水(> 20米)中,距离海岸线有一定距离。瓦班银行疏浚地区的后疏浚响应;海岸线;近岸靠近基督城海湾和西部的怀特岛的浴室,审查了一个近岸浅水汇总疏浚计划,海滩充电呼吸吐痰。与预疏浚沿海过程影响评估进行了比较了来自密集的6年的现场监测和分析计划的数据,这主要基于数值模拟。调查已在最佳实践中纳入最佳实践和海岸线管理和监测方案,以识别侵蚀和增生的模式。在疏浚区域的潜在影响之外,还在控制地点监测变化。近海银行庇护所的条件已被证明比以前所建议的数值模型方法不那么严重。相反,海上波浪气候,疏浚地区的海边,比长期统计建模方法更严重;这表明在分析期间增加了风雨性。海岸线反应表明,怀特岛海岸线上的海滩尚未受到疏浚活动的影响。尽管有风暴活动增加,海滩仍然保持稳定。近海沐浴调查表明,响应波浪和当前行动的动态海上银行系统的动态移动和持续演化持续存在;这在背景上仍然存在于与海滩充电目的的一些风险,不确定性和冲突的历史,不确定因素和冲突相关的情况下,有所突出。展示了密集的总许可监测要求和地方当局之间的合作的好处,并对近岸疏浚的沿海过程影响评估提供了强大的分析方法。

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