11 research outputs found

    Modeling sediment transport in the York River : final report

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    Numerical simulation on the formation of an Estuarine Turbidity Maximum (ETM) is a difficult task because of the incomplete knowledge on cohesive sediment transport. For example, it is difficult to well simulate the erosion process when the bed erosion properties are only poorly known. It is also hard to simulate the settling process when the bulk density and size of suspended sediment flocs are changing with the ambient environments. Despite of the difficulties, some processes can be parametricalized, even not perfectly, to make the simulation results close to observed. In this project, we demonstrated the possibility of using a constant erosion rate and the assumption that erosion only occurs at tidal acceleration phases to simulate the formation of turbidity maximums in the York River

    Investigation of isolated sand shoals on the inner shelf of Virginia relative to the potential for aggregate mining : report on task 4, possible physical impact of dredging at Sandbridge Shoal of the 1993-1995 U. S. Minerals Management Service - Commonwealth of Virginia Cooperative Project

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    The Virginia Institute of Marine Science, together with other state agencies, has a continuing interest in preserving the coastline of Virginia, particularly, the Atlantic coastline in the vicinity of the resort city of Virginia Beach. Because a well maintained beach can serve several purposes, e.g., (1) providing public recreational areas, (2) protecting valuable properties that are located near coastline, and (3) reducing the rate of land loss, a great deal of efforts has been devoted to understand the processes that affect the change of shoreline. Among several erosion forces, waves are especially important elements as they can alter the shoreline significantly. To have a beach properly maintained, one may use several approaches, and perhaps use all available approaches in parallel to obtain the best results. In the coastal sector of Virginia Beach, beach nourishment using material from inland borrow pit have been done constantly during last two decades. The ability to find land sources of good beach-quality sand has become more difficult. The sand loss due to both shore normal and longshore transport creates the need to find a reliable source of good quality sand for future supply

    Investigation of isolated sand shoals on the inner shelf of Virginia relative to the potential for aggregate mining : report on study of possible wave force alternations on the proposed dredging at Sandbridge Shoal, VA

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    The Virginia Institute of Marine Science, together with other state agencies, has a continuing interest in preserving the coastline of Virginia, particularly, the Atlantic coastline in the vicinity of the resort city of Virginia Beach. Because a well maintained beach can serve several purposes , e.g., ( 1) providing public recreational areas, (2) protecting valuable properties that are located near coastline , and (3) reducing the rate of land loss, a great deal of efforts has been devoted to understand the processes that affect the change of shoreline. Among several erosion forces , waves are especially important elements as they can alter the shoreline significantly. One may use any of several approaches to maintain a beach properly, and perhaps may use all available approaches in parallel to obtain the best results. In the coastal sector of Virginia Beach, beach nourishment using_material from inland borrow pits has been done constantly during the last two decades . It has become more difficult to find land sources of good beach-quality sand . Sand loss from the beach due to both shore normal and longshore transport creates the need to find a reliable source of good quality sand for future use. Sandbridge Shoal ( Fig. 1) located approximately 20 miles south of Virginia Beach and 3 miles offshore , has been identified as a potential source of good beach-quality sand (Kimball and Dame , 1989). Use of the sand resources there, however, causes a great deal of concern that dredging may result in severe beach erosion at Sandbridge due to alternation of the wave transformation process

    Measurements of the Shape of Sand Ripples

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    Laboratory experiments have been conductef. for determining what would be the correct selection of acoustic devices for measuring the shape of sand ripples. The results reveal that a toneburst type signal generator with I or 2 watts will be sufficient to drive the transducer. A transducer with focus and reasonable size would be the best choice. While measuring, the ratio of measuring distance (between the transducer and sea floor) and the transducer\u27s focus length should be maintained at a ratio between 90% and II 0% for best results

    Comparisons of Different Instruments for Measuring Suspended Cohesive Sediment Concentrations

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    Laboratory experiments were conducted to compare the performances of four different instruments for measuring suspended cohesive sediment concentrations (SSCs). Among these instruments, two were different models of optical backscatter sensor (i.e., OBS3+ and OBS5+), one was an acoustic Doppler velocimeter (MicroADV), and the last was a laser infrared optical sensor developed at Hohai University, China (HHU-LIOS). Sediments collected from the Yangtze River Estuary and a commercially available kaolinite were selected to check the responses of these four instruments. They were placed in an aqueous solution, and the SSCs were changed within a range from about 10 mg/L to 30 g/L to demonstrate the effective measuring ranges for each instrument. For the kaolinite suspension, the results showed that the HHU-LIOS has a much larger linear response range (0.1 to 13 g/L) when compared with other devices (the MicroADV: 0.1 to 1.35 g/L; the OBS3+: 0.1 to 5 g/L; and the OBS5+: 0.1 to 1 g/L). For the sediment sample from the Yangtze River Estuary, the results showed that the HHU-LIOS has a much wider usable range (from 0.1 to 25 g/L), compared with those for the others. It also showed that a combination of using a HHU-LIOS for the quadratic increasing range up to 25 g/L and the OBS5+ for the clear decreasing output are able to measure the SSCs of the estuarine mud up to 50 g/L

    Lattice Boltzmann simulations of three-dimensional incompressible flows in a four-sided lid driven cavity

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    Abstract Numerical study on three-dimensional (3D), incompressible, four-sided lid (FSL) driven cavity flows has been conducted to show the effects of the transverse aspect ratio, K, on the flow field by using a multiple relaxation time lattice Boltzmann equation. The top wall is driven from left to right, the left wall is moved downward, whereas the right wall is driven upward, and the bottom wall is moved from right to left, all the four moving walls have the same speed and the others boundaries are fixed. Numerical computations are performed for several Reynolds numbers for laminar flows, up to 1000, with various transverse aspect ratios. The flow can reach a steady state and the flow pattern is symmetric with respect to the two cavity diagonals (i.e., the center of the cavity). At Reynolds number?=?300, the flow structures of the 3D FSL cavity flow at steady state with various transverse aspect ratio, i.e., 3, 2, 1, 0.75, 0.5 and 0.25 only show the unstable symmetrical flow pattern. The stable asymmetrical flow pattern could be reproduced only by increasing the Reynolds number that is above a critical value which is dependent on the aspect ratio. It is found that an aspect ratio of more than 5 is needed to reproduce flow patterns, both symmetric and asymmetric flows, simulated by using 2D numerical models
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