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Variable Density Munitions Behavior ...

Idowu, Temitope Ezekiel,

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Variable Density Munitions Behavior and Morphodynamics in the Nearshore /

Record Type:	Electronic resources : Monograph/item
Title/Author:	Variable Density Munitions Behavior and Morphodynamics in the Nearshore // Temitope Ezekiel Idowu.
Author:	Idowu, Temitope Ezekiel,
Description:	1 electronic resource (140 pages)
Notes:	Source: Dissertations Abstracts International, Volume: 86-08, Section: B.
Contained By:	Dissertations Abstracts International86-08B.
Subject:	Ocean engineering. -
Online resource:	https://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=31770280
ISBN:	9798304959506

Variable Density Munitions Behavior and Morphodynamics in the Nearshore /
Idowu, Temitope Ezekiel,

Variable Density Munitions Behavior and Morphodynamics in the Nearshore /Temitope Ezekiel Idowu. - 1 electronic resource (140 pages)

Source: Dissertations Abstracts International, Volume: 86-08, Section: B.

A quantitative understanding of the migration of munitions and canonical objects in the nearshore is needed for the effective management of contaminated sites. Migrations of munitions with a density range of 2000 kg/m3 to 5720 kg/m3 were quantified in a large-scale wave flume. The forcing consisted of six hydrographs of varying wave heights, periods, still water depths, and durations. The cross-shore profile, typical of natural sandy beaches, was sub-divided into swash, surf, and offshore zones. The outputs of the study represent what is believed to be the largest dataset on object migration spanning simultaneously the swash, surf, and offshore zones of the nearshore.Overall, 2228 migration measurements were recorded with 16% and 84% of the migration observations classified as "motion" (net distance > 0.5 m) and "no motion" (net distance ≤ 0.5 m), respectively. The probability of munitions migration increased with proximity to the shoreline. There was a nearly equal probability of onshore or offshore migration in the swash zone. Migration in the surf zone tended to be offshore-directed (65%), while migration was onshore-dominant (65%) in the offshore zone. Migration in the offshore zone was preferentially onshore due to skewed waves over flat bathymetry. Less dense munitions in the offshore zone may have migrated offshore likely still related to the skewed nature of the wave profile causing transport in both directions through the majority of the wave phase. The largest migration distances occurred in the surf zone likely due to downslope gravity. Migration in the surf and swash zones is a balance between skewed/asymmetric forcing and downslope gravity, with downslope gravity tending to be pronounced provided the forcing is sufficient to initiate motion. An exception was sometimes observed in the swash zone where onshore forcing was sufficient to transport munitions to the seaward side of the berm where they became trapped in a bathymetric depression between the dune and berm. Relating overall migration (Lagrangian) to fixed hydrodynamic measurements (Eulerian) was ineffective.A total of 1645 burial observations were recorded. Most initially proud munitions (87%) were either partially buried or at most became fully buried just below the surface. No clear trends were observed between munitions bulk density and burial. Munitions burial in the swash and surf zones resulted from near- and far-field processes while burial in the offshore zone was governed more by near-field scour processes.Parameters such as the Shields number, Keulegan-Carpenter number, Object mobility number, wave skewness, and wave asymmetry estimated from the closest measurement location were insufficient to predict migration and burial. The large scatter in the migration and burial data resulting from competing hydrodynamic, morphodynamic, and munitions response processes makes robust deterministic predictions with flow statistics and dimensionless numbers difficult. Hence, the probability-based approach was more efficient for quantifying munitions behavior in the nearshore.

English

ISBN: 9798304959506Subjects--Topical Terms:

660731
Ocean engineering.
Subjects--Index Terms:

Coastal

Variable Density Munitions Behavior and Morphodynamics in the Nearshore /
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100 1 $a Idowu, Temitope Ezekiel, $e author. $3 3828347
245 1 0 $a Variable Density Munitions Behavior and Morphodynamics in the Nearshore / $c Temitope Ezekiel Idowu.
264 1 $a Ann Arbor : $b ProQuest Dissertations & Theses, $c 2025
300 $a 1 electronic resource (140 pages)
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338 $a online resource $b cr $2 rdacarrier
500 $a Source: Dissertations Abstracts International, Volume: 86-08, Section: B.
500 $a Advisors: Puleo, Jack A. Committee members: Kobayashi, Nobuhisa; Hsu, Tian-Jian; Stolle, Jacob.
502 $b Ph.D. $c University of Delaware $d 2025.
520 $a A quantitative understanding of the migration of munitions and canonical objects in the nearshore is needed for the effective management of contaminated sites. Migrations of munitions with a density range of 2000 kg/m3 to 5720 kg/m3 were quantified in a large-scale wave flume. The forcing consisted of six hydrographs of varying wave heights, periods, still water depths, and durations. The cross-shore profile, typical of natural sandy beaches, was sub-divided into swash, surf, and offshore zones. The outputs of the study represent what is believed to be the largest dataset on object migration spanning simultaneously the swash, surf, and offshore zones of the nearshore.Overall, 2228 migration measurements were recorded with 16% and 84% of the migration observations classified as "motion" (net distance > 0.5 m) and "no motion" (net distance ≤ 0.5 m), respectively. The probability of munitions migration increased with proximity to the shoreline. There was a nearly equal probability of onshore or offshore migration in the swash zone. Migration in the surf zone tended to be offshore-directed (65%), while migration was onshore-dominant (65%) in the offshore zone. Migration in the offshore zone was preferentially onshore due to skewed waves over flat bathymetry. Less dense munitions in the offshore zone may have migrated offshore likely still related to the skewed nature of the wave profile causing transport in both directions through the majority of the wave phase. The largest migration distances occurred in the surf zone likely due to downslope gravity. Migration in the surf and swash zones is a balance between skewed/asymmetric forcing and downslope gravity, with downslope gravity tending to be pronounced provided the forcing is sufficient to initiate motion. An exception was sometimes observed in the swash zone where onshore forcing was sufficient to transport munitions to the seaward side of the berm where they became trapped in a bathymetric depression between the dune and berm. Relating overall migration (Lagrangian) to fixed hydrodynamic measurements (Eulerian) was ineffective.A total of 1645 burial observations were recorded. Most initially proud munitions (87%) were either partially buried or at most became fully buried just below the surface. No clear trends were observed between munitions bulk density and burial. Munitions burial in the swash and surf zones resulted from near- and far-field processes while burial in the offshore zone was governed more by near-field scour processes.Parameters such as the Shields number, Keulegan-Carpenter number, Object mobility number, wave skewness, and wave asymmetry estimated from the closest measurement location were insufficient to predict migration and burial. The large scatter in the migration and burial data resulting from competing hydrodynamic, morphodynamic, and munitions response processes makes robust deterministic predictions with flow statistics and dimensionless numbers difficult. Hence, the probability-based approach was more efficient for quantifying munitions behavior in the nearshore.
546 $a English
590 $a School code: 0060
650 4 $a Ocean engineering. $3 660731
650 4 $a Water resources management. $3 794747
653 $a Coastal
653 $a Munitions
653 $a Nearshore
653 $a Objects burial
653 $a Objects migration
653 $a Unexploded Ordnance
690 $a 0543
690 $a 0547
690 $a 0595
710 2 $a University of Delaware. $b Civil and Environmental Engineering. $e degree granting institution. $3 3815315
720 1 $a Puleo, Jack A. $e degree supervisor.
773 0 $t Dissertations Abstracts International $g 86-08B.
790 $a 0060
791 $a Ph.D.
792 $a 2025
856 4 0 $u https://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=31770280