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    Sand‐Bypassing Simulation Using Synthetic Longshore Transport Data

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author:
    J. Richard Weggel
    ,
    Scott L. Douglass
    ,
    John E. Tunnell
    DOI: 10.1061/(ASCE)0733-950X(1988)114:2(146)
    Publisher: American Society of Civil Engineers
    Abstract: Longshore‐sand transport rates in the vicinity of Indian River Inlet, Delaware are calculated from the Corps of Engineers' Wave Information Study (WIS) wave hindcast data. The longshore transport rate data are divided into two populations, northward and southward transport, and each described statistically with a log‐normal probability distribution. Monthly values for the mean and variance of each of the two log‐normal distributions are then established and a scheme to synthetically generate daily longshore transport rates is developed using the probability distributions and information on how frequently transport was either northward or southward. The synthetic data are used to simulate the operation of a sand bypassing system proposed for Indian River Inlet. Various pumping rates and operating constraints are investigated. For example, the total volume of sand that could be bypassed when system operation was limited to weekdays and the system was shut down during January and February, and again in July and August, has been determined. The effect of varying the system's storage capacity (the potential quantity of sand within reach of the system's intake) is also studied.
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      Sand‐Bypassing Simulation Using Synthetic Longshore Transport Data

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/40649
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJ. Richard Weggel
    contributor authorScott L. Douglass
    contributor authorJohn E. Tunnell
    date accessioned2017-05-08T21:09:10Z
    date available2017-05-08T21:09:10Z
    date copyrightMarch 1988
    date issued1988
    identifier other%28asce%290733-950x%281988%29114%3A2%28146%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40649
    description abstractLongshore‐sand transport rates in the vicinity of Indian River Inlet, Delaware are calculated from the Corps of Engineers' Wave Information Study (WIS) wave hindcast data. The longshore transport rate data are divided into two populations, northward and southward transport, and each described statistically with a log‐normal probability distribution. Monthly values for the mean and variance of each of the two log‐normal distributions are then established and a scheme to synthetically generate daily longshore transport rates is developed using the probability distributions and information on how frequently transport was either northward or southward. The synthetic data are used to simulate the operation of a sand bypassing system proposed for Indian River Inlet. Various pumping rates and operating constraints are investigated. For example, the total volume of sand that could be bypassed when system operation was limited to weekdays and the system was shut down during January and February, and again in July and August, has been determined. The effect of varying the system's storage capacity (the potential quantity of sand within reach of the system's intake) is also studied.
    publisherAmerican Society of Civil Engineers
    titleSand‐Bypassing Simulation Using Synthetic Longshore Transport Data
    typeJournal Paper
    journal volume114
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1988)114:2(146)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 002
    contenttypeFulltext
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