首页> 外文会议>CDS Report No.508; Western Dredging Association Technical Conference; Texas Aamp;M Dredging Seminar; 20060625-28; 20060625-28; San Diego,CA(US); San Diego,CA(US) >MODELING DREDGE-INDUCED SUSPENDED SEDIMENT TRANSPORT AND DEPOSITION IN THE TAUNTON RIVER AND MT. HOPE BAY, MASSACHUSETTS
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MODELING DREDGE-INDUCED SUSPENDED SEDIMENT TRANSPORT AND DEPOSITION IN THE TAUNTON RIVER AND MT. HOPE BAY, MASSACHUSETTS

机译:在汤顿河和MT中模拟泥沙诱发的悬浮泥沙的运输和沉积。马萨诸塞州希望湾

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A modeling analysis was performed to assess the dredge-induced suspended sediment transport and deposition from a proposed dredging operation in Mt. Hope Bay and the Taunton River, located in southeastern Massachusetts. The dredging is necessary to maintain and deepen an existing nearly 11 km long Federal Channel to allow liquid natural gas tankers to reach a terminal proposed for Fall River. The ultimate goal of the analysis was to determine if the proposed dredging plan that included equipment restrictions and continuous dredging would be protective of aquatic species during periods of particular environmental concern (spawning, fish passage, etc.). The analysis employed a strong science-based approach that included a field program and the use of computer models to determine the environmental effects of the dredging project. SSFATE (Suspended Sediment FATE) is a model jointly developed by the U.S. Army Corps of Engineers Engineer Research and Development Center and Applied Science Associates to estimate the water column suspended sediment and bottom deposition pattern resulting from dredging operations. The model was developed to provide a consistent estimate of the transport and fate of the portion of dredged material lost during dredging. The model requires specification of circulation in the area of interest, either from direct measurements or hydrodynamic model output; the type of dredging technology used, and the loss rate and vertical distribution of initial material release. Using a random walk procedure, the model tracks representative particle classes as they disperse in the water column and settle to the bottom. Model output includes water column suspended sediment concentrations and bottom deposition thicknesses. The SSFATE model was applied to three representative sites along the channel in Mt. Hope Bay and the Taunton River, simulating both maintenance (fine grain) and parent (native, coarse grain) materials for different bucket dredge technologies. Bucket cycle, loss rates, and physical dredged material properties were conservatively modeled assuming continuous dredging at forecasted optimum dredge production rates. Results at the different locations were inter-compared. Using these conservative assumptions for model inputs, it was found that locations in Mt. Hope Bay and the Taunton River did not exhibit any significant levels of either water column concentration or deposition thickness. However, when dredging parent material at the turning basin adjacent to the terminal site; some potential effects to winter flounder eggs due to sediment deposition may be of concern, necessitating operating restrictions during the period of winter flounder spawning.
机译:进行了建模分析,以评估拟议的山中疏operation作业中疏edge引起的悬浮泥沙的运输和沉积。希望湾和汤顿河位于马萨诸塞州的东南部。疏ging对于维护和加深现有的将近11公里长的联邦海峡是必要的,以允许液化天然气油轮到达拟议的福尔里弗河码头。分析的最终目的是确定在特定环境问题(产卵,鱼类通过等)期间,拟议的包括设备限制和连续挖泥的挖泥计划是否能保护水生生物。分析采用了基于科学的强大方法,其中包括现场程序和使用计算机模型来确定疏the项目的环境影响。 SSFATE(悬浮泥沙FATE)是由美国陆军工程兵工程研发中心和Applied Science Associates联合开发的模型,用于估算挖泥作业产生的水柱悬浮泥沙和底部沉积模式。开发该模型的目的是对疏consistent期间损失的疏material材料部分的运输和命运提供一致的估计。该模型要求指定感兴趣区域中的循环,无论是直接测量还是流体动力学模型输出;所使用的疏type技术类型,初始物料释放的损失率和垂直分布。该模型使用随机游走程序跟踪代表性的粒子类别,因为它们分散在水柱中并沉降到底部。模型输出包括水柱悬浮沉积物浓度和底部沉积物厚度。 SSFATE模型应用于沿山通道的三个代表性站点。希望湾和汤顿河,模拟了不同铲斗挖泥技术的维护(细颗粒)和母体(天然,粗颗粒)材料。假设在预测的最佳挖泥机生产率下进行连续挖泥,则对挖斗周期,损失率和物理挖泥物料特性进行保守建模。比较了不同位置的结果。使用这些保守的假设作为模型输入,结果发现山中的位置。希望湾和汤顿河的水柱浓度或沉积厚度均未显示任何显着水平。但是,在靠近码头现场的转池处疏parent母材时;由于沉积物的沉积,可能对冬季比目鱼卵产生一些潜在的影响,因此有必要在冬季比目鱼产卵期间进行操作限制。

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