Готові списки джерел за темами / Storm Boy

Добірка наукової літератури з теми "Storm Boy"

Автор: Grafiati
Опубліковано: 10 грудня 2022
Оновлено: 28 січня 2023

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Статті в журналах з теми "Storm Boy"

1

Kadmon, Penny M., Richard B. Noto, Charlotte M. Boney, Gregory Goodwin, and Philip A. Gruppuso. "Thyroid Storm in a Child following Radioactive Iodine (RAI) Therapy: A Consequence of RAI Versus Withdrawal of Antithyroid Medication." Journal of Clinical Endocrinology & Metabolism 86, no. 5 (May 1, 2001): 1865–67. http://dx.doi.org/10.1210/jcem.86.5.7473.

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A 7.5-yr-old boy with Graves’ disease, difficult to control with antithyroid medication and radioactive iodine (RAI) therapy, developed thyroid storm encephalopathy on day 13 after withdrawal of methimazole therapy, 4 days after iodione-131 treatment. We attributed his thyroid storm to withdrawal of antithyroid medication as opposed to RAI therapy. We interpret this case as indicating that there may be a need to reevaluate the duration of antithyroid medication withdrawal before RAI therapy for hyperthyroid children at increased risk for thyroid storm.
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2

Olivotti, Luca, Shahram Moshiri, Annamaria Nicolino, and Francesco Chiarella. "Stress cardiomyopathy and arrhythmic storm in a 14-year-old boy." Journal of Cardiovascular Medicine 11, no. 7 (July 2010): 519–21. http://dx.doi.org/10.2459/jcm.0b013e328330ebf8.

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3

Smith, Katherine Allen. "Mary or Michael? Saint-Switching, Gender, and Sanctity in a Medieval Miracle of Childbirth." Church History 74, no. 4 (December 2005): 758–83. http://dx.doi.org/10.1017/s0009640700100885.

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Medieval pilgrims making the dangerous journey from the Norman-Breton coast to the island monastery of Mont-Saint-Michel would have passed a tall stone cross rising out of the sands about halfway between the mainland and the north shore of the Mont. In the unlikely event that the visitors had not already heard the story of this monument, the so-called “croix des grèves,” they were sure to hear it—and perhaps even see it reenacted—once they arrived at their destination, since the miracle it commemorated was one of the most famous in the shrine's vast store of legend. Popularly known as the “Peril,” the miracle told of a pregnant woman who had come on pilgrimage to the shrine in the time of Abbot Hildebert I(1009–17). As she was making her way across the sands toward the abbey at low tide, a sudden storm blew in from the sea, carrying the tide in its wake. In her frantic efforts to reach the shore before the pilgrims' path was submerged, the woman went into labor and was unable to escape the quickly rising waters. According to the version of this story recounted to generations of pilgrims to Mont-Saint-Michel, the abbey's patron Saint Michael took pity on the unfortunate woman and made a dry space for her to wait out the storm in the midst of the sea, preserving her from harm while she was safely delivered of a healthy son. The boy was christened “Peril” in commemoration of his dangerous birth, and in gratitude to the archangel his mother designated him for the priesthood.
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4

Rose, Deborah. "The Rain Keeps Falling." Cultural Studies Review 11, no. 1 (August 12, 2013): 122–27. http://dx.doi.org/10.5130/csr.v11i1.3451.

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The force of disaster hit me in the heart when, as a young woman, I heard Bob Dylan sing ‘Hard Rain’. In a voice stunned by violence, the young man reports on a multitude of forces that drag the world into catastrophe. In the 1960s I heard the social justice in the song. In 2004 the environmental issues ambush me. The song starts and ends in the dying world of trees and rivers. The poet’s words in both domains of justice are eerily prophetic. They call across the music, and across the years, saying that a hard rain is coming. The words bear no story at all; they give us a series of compelling images, an account of impending calamity. The artistry of the poet—Bob (Billy Boy) Dylan—offers sequences of reports that, like Walter Benjamin’s storm from paradise, pile wreckage upon wreckage.
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Honey, C. Michael, Armaan K. Malhotra, Maja Tarailo-Graovac, Clara D. M. van Karnebeek, Gabriella Horvath, and Adi Sulistyanto. "GNAO1 Mutation–Induced Pediatric Dystonic Storm Rescue With Pallidal Deep Brain Stimulation." Journal of Child Neurology 33, no. 6 (April 16, 2018): 413–16. http://dx.doi.org/10.1177/0883073818756134.

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Dystonic storm or status dystonicus is a life-threatening hyperkinetic movement disorder with biochemical alterations due to the excessive muscle contractions. The medical management can require pediatric intensive care unit admission and a combination of medications while the underlying trigger is managed. Severe cases may require general anesthesia and paralytic agents with intubation and may relapse when these drugs are weaned. Deep brain stimulation of the globus pallidum has been reported to terminate dystonic storm in several pediatric cases. We present a 10-year-old boy with a de novo GNAO1 mutation–induced dystonic storm who required a 2-month pediatric intensive care unit admission and remained refractory to all medical treatments. Deep brain stimulation was performed under general anesthetic without complication. His dyskinetic movements stopped with initiation of stimulation. He was discharged from the pediatric intensive care unit after 4 days. We present prospectively evaluated changes in dystonia symptoms and quality of life for a patient with GNAO1 mutation treated with deep brain stimulation.
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Ma, Jing-Yao, Xin Zhang, Xiao-Feng Li, Le-Jian He, Ning Ma, Yun-Yun Wei, Run-Hui Wu, and Fang-Yun Wang. "Thrombotic storm in a 4-year-old boy with a thrombus in the right atrium." International Journal of Immunopathology and Pharmacology 32 (January 1, 2018): 205873841877812. http://dx.doi.org/10.1177/2058738418778121.

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Thrombotic storm (TS) is a rare disease, especially with thrombus in the heart of pediatric patient. We present a case of a 4-year-old boy, who was diagnosed with TS during his first hospitalization due to lower extremity deep venous thrombosis, pulmonary embolism, and thrombosis of the inferior vena cava, cerebral, left internal jugular, portal, renal, and iliac veins. He was eventually prescribed with rivaroxaban to control thrombosis after 30 days of successive use of low-molecular-weight heparin, unfractionated heparin, and warfarin, which were demonstrating little effect on preventing thrombosis, and the patient was intolerant to argatroban. While his lupus anticoagulant ratio was slightly above the normal range and no other potential causes such as congenital thrombophilia, severe infection, malignancy, and trauma were confirmed, we suspected antiphospholipid antibody syndrome and prescribed glucocorticoid and rituximab to control the disease. After 36 days of admission, ultrasonography showed recanalization of the former thrombus. One month after discharge, a tumor embolus resembling a mass emerged in his right atrium under effective anticoagulant therapy. During his second admission, he underwent surgical thrombectomy, and pathological examination confirmed the mass to be a platelet-rich thrombus rather than tumor embolus or infection. Considering the suspected antiphospholipid antibody syndrome as the cause of the TS, we prescribed aspirin combined with rivaroxaban to prevent thrombosis. In this case, surgery and pathology shed light on the type of thrombus that emerged from the inferior vena cava and traveled to the heart, which is the possible potential cause of TS. It also changed our therapeutic strategy to antiplatelet therapy combined with anticoagulant therapy to control the disease.
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Suresh, Jayasurya, John Mathew P., and Nidheesh Chandran R. "Appendicular abscess: as a masquerader and pheochromocytoma as an incidentaloma in a 12 year old male child." International Surgery Journal 7, no. 9 (August 27, 2020): 3160. http://dx.doi.org/10.18203/2349-2902.isj20203817.

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A 12 year old boy presented initially with symptoms suggestive of urinary tract infection (UTI). Later, it turned out to be acute appendicitis with appendicular abscess. Pre-operative investigations revealed co-presentation of pheochromocytoma. Although this child was having no symptoms of pheochromocytoma, the presentation of phaechromocytoma with appendicular abscess needs to be dealt with extreme vigil as pheochromocytoma can result in severe sympathetic outburst storm. Laparoscopic appendicectomy was done and the child was discharged after complete recovery.
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8

Akhtar, Nahreen, and Sabina Karim. "Molar Pregnancy along with Normal Fetus – A Case Report." Bangladesh Journal of Obstetrics & Gynaecology 30, no. 2 (December 30, 2016): 113–15. http://dx.doi.org/10.3329/bjog.v30i2.30907.

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The extremely rare condition of molar pregnancy with a coexisting fetus progressing to a viable infant, is reported. At 32 wks, prenatal diagnosis was made by biochemical and sonographic findings in which elevated free ߖhuman chorionic gonadotrophic was noted and ultrasound showed a well defined multicystic snow storm like mass connecting with normal placenta. At 37 weeks cesarean section was done due to gestational hypertension, fetal growth restriction and H/O previous one cesarean section. A 2.3 kg male living boy was delivered. The infant did not show any abnormality.The placenta and the connecting hydatidiform mole were delivered. A normal ß HCG level was noted in subsequent follow up.Bangladesh J Obstet Gynaecol, 2015; Vol. 30(2) : 113-115
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Mungaomklang, Anek, Jiraruj Chomcheoy, Supaporn Wacharapluesadee, Yutthana Joyjinda, Akanitt Jittmittraphap, Apaporn Rodpan, Siriporn Ghai, Abhinbhen Saraya, and Thiravat Hemachudha. "Influenza Virus-Associated Fatal Acute Necrotizing Encephalopathy: Role of Nonpermissive Viral Infection?" Clinical Medicine Insights: Case Reports 9 (January 2016): CCRep.S40610. http://dx.doi.org/10.4137/ccrep.s40610.

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In 2014, two unusual peaks of H1N1 influenza outbreak occurred in Nakhon Ratchasima Province, in Thailand. Among 2,406 cases, one of the 22 deaths in the province included a 6-year-old boy, who initially presented with acute necrotizing encephalopathy. On the other hand, his sibling was mildly affected by the same influenza virus strain, confirmed by whole-genome sequencing, with one silent mutation. Absence of acute necrotizing encephalopathy and other neurological illnesses in the family and the whole province, with near identical whole viral genomic sequences from the two siblings, and an absence of concomitant severe lung infection (cytokine storm) at onset suggest nonpermissive infection as an alternative pathogenetic mechanism of influenza virus.
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Lacotte, J., J. Garrot, C. Raimondo, P. Durand, J. Miatello, F. Sacher, and A. Maltret. "P485Successful epicardial ablation of ventricular tachycardia electric storm in an 8 years-old boy with idiopathic left ventricle aneurysm - CASE REPORT." EP Europace 19, suppl_3 (June 2017): iii109—iii110. http://dx.doi.org/10.1093/ehjci/eux141.208.

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Дисертації з теми "Storm Boy"

1

Roderick, Mark C. "Adaptive reuse of the big box store." View thesis online, 2009. http://docs.rwu.edu/archthese/19/.

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Papu, Lumka. "Public health impacts of storm water canals in Nelson Mandela Bay communities." Thesis, Nelson Mandela Metropolitan University, 2015. http://hdl.handle.net/10948/3021.

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Tolley, Rebecca. "Review of Bad Boy of Gospel Music: The Calvin Newton Story, by Russ Cheatham." Digital Commons @ East Tennessee State University, 2004. https://dc.etsu.edu/etsu-works/5611.

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4

Ringuet, Stephanie. "Biogeochemical impacts of storm runoff on water quality in Southern Kaneohe Bay, Hawai'i." Thesis, University of Hawaii at Manoa, 2003. http://hdl.handle.net/10125/7044.

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Fluvial impacts on water quality and ecosystem structure were evaluated in southern Kaneohe Bay, Oahu, Hawaii. Fluvial inputs occurred as small, steady baseflow interrupted by intense pulses of storm runoff. Baseflow impacted only restricted areas around stream mouths, but the five storm events sampled during this study produced transient runoff plumes of much greater spatial extent. Nutrient loading via runoff generally led to an increase of the phytoplankton biomass and gross productivity in southern Kaneohe Bay, but the rapid depletion of nutrients resulted in a fast decline of the algal population for all storm events considered in this study. Because of variability in export and mixing rates of runoff nutrients, the magnitude of the phytoplankton response was not proportional to nutrient loading. Under baseline conditions, water-column productivity in southern Kaneohe Bay is normally nitrogen-limited. However, following storm events, the high dissolved inorganic nitrogen to dissolved inorganic phosphorus (DIN:DIP) of runoff nutrients drive South Bay waters towards phosphorus-limitation. A depletion of phosphate (PO43-) relative to nitrate (NO3-) in surface waters was observed following all storm events. Due to high flushing rates, recovery times of bay waters from storm perturbations ranged from three to eight days and appeared to be correlated with tidal range. Storm inputs can thus have significant impacts on the water column ecosystem and biogeochemistry in southern Kaneohe Bay, but the perturbations are only transient events.
xv, 196 leaves
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5

Alchahal, Faouzie Abdul-Hamid. "“You Lie!” The Story that Barack Obama’s Body Tells." The Ohio State University, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=osu1313600267.

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6

Braithwaite, Jean. "FAT : the story of my life with my body /." free to MU campus, to others for purchase, 2004. http://wwwlib.umi.com/cr/mo/fullcit?p3137678.

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Bertoncini-Zubkova, Elena. "Slang in literature?: Freddy Macha`s short story `Check Bob`." Swahili Forum; 2 (1995), S. 180-186, 1995. https://ul.qucosa.de/id/qucosa%3A11625.

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We shall investigate the use of Swahili slang in Freddy Macha`s tiny collection of short stories Twen `zetu Ulaya (DSM 1984), and especially in his short story Check-bob This is arguably the only epistolary short story in modern Swahili literature; in fact, epistolary novels are uncommon in anglophone Afiica as a whole. In this narrative two former lovers show abuses on each other and their four letters - two by each character - unfold the story of a selfish young woman who shamelessly exploited her boyfiiend and the manner in which he paid her back with her own coin. It is interesting to note how the same events are presented from two different perspectives and hence evaluated differently.
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8

Shoemaker, Ryan Craig. ""The Memory of the Body" and other stories /." Diss., CLICK HERE for online access, 2006. http://contentdm.lib.byu.edu/ETD/image/etd1464.pdf.

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Smith, Veronica Rose. "Future relics : the rise and fall of the Big Box store." Thesis, University of Iowa, 2014. https://ir.uiowa.edu/etd/4757.

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Future architectural relics are everywhere, manifest in the ultimately unsustainable patterns many American communities have replicated - endless weed-infested parking lots, decrepit malls, the abandoned Walmart glowering across the street at the even bigger Super Walmart. Gone are many of the small, independently owned businesses that lined main streets in small and medium-sized communities across the country, rendered relics by shopping malls lauding big-name brands or cheap products. Malls, too, may be on their way to becoming relics, due in part to the Internet and The Great Recession. However, architectural relics in the form of big box stores have haunted the American landscape since 1964. These box-like, impossibly large structures continue to be built, only to stand empty several years later when an even larger store model is constructed. The country is facing a new obsolescence of extravagance. No longer can our floundering economy support an infinite boom of boxes. Every new big box is a future relic. While many architectural and cultural historians such as Richard Longstreth, David Smiley, and Neil Harris have dissected the relic of the American shopping mall, few have grappled with the ubiquity of the big box store and how this structural form has departed from a longstanding tradition of retail architectural design. In this thesis, I analyze the factors have contributed to the rise and fall of these creaking behemoths of retail architecture. Ultimately, I contend that big box stores mark a stark departure in architectural theory and practice, and that this departure has manifested in a multitude of cultural, economic, and environmental consequences.
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Oxley, Jonathan R. "Nesting distribution and abundance of Leach's storm-petrel (Oceanodroma leucorhoa) on Bon Portage Island, Nova Scotia." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ37807.pdf.

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Книги з теми "Storm Boy"

1

Storm boy. Hillsboro, Or: Beyond Words Pub., 1995.

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Thiele, Colin. Storm boy. London: Macmillan Education, 1986.

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3

Storm boy. Berkeley, Calif: Tricycle Press, 2001.

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4

Storm boy. Vancouver: Whitecap Books, 2001.

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5

Storm boy. Bristol: Barefoot, 1996.

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6

Lewis, Paul Owen. Storm boy. Berkeley, Calif: Tricycle Press, 1999.

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7

Storm boy. Milwaukee, Wis: Gareth Stevens Pub., 1999.

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8

Thiele, Colin. Storm boy and other stories. The Rocks, NSW: Landsowne Publishing, 1995.

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9

ill, Dunlap Maggie 1995, and Mississippi Museum of Art, eds. The Four Dog Blues Band, or, How Chester, Boy, Dog in the Fog, and Diva took the big city by storm. Jackson: Mississippi Museum of Art, 2007.

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10

Storm Bay. London: HarperCollins, 1996.

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Частини книг з теми "Storm Boy"

1

Begg, Norman. "A Boy with Diphtheria." In The Remarkable Story of Vaccines, 1–3. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9781003303879-1.

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Mashriqui, Hassan S., G. Paul Kemp, Ivor van Heerden, Ahmet Binselam, Young S. Yang, Kate Streva, Joannes Westerink, and Brian D. Ropers-Huilman. "Experimental Storm Surge Forecasting in the Bay of Bengal." In Wind Storm and Storm Surge Mitigation, 15–25. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/9780784410813.ch02.

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3

Johnson, Rae. "Zaylie's Body Story." In Embodied Social Justice, 49–55. 2nd ed. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003231585-9.

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Johnson, Rae. "Bani's Body Story." In Embodied Social Justice, 36–41. 2nd ed. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003231585-7.

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Johnson, Rae. "Alex's Body Story." In Embodied Social Justice, 23–27. 2nd ed. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003231585-5.

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Johnson, Rae. "Rae's Body Story." In Embodied Social Justice, 56–65. 2nd ed. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003231585-10.

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Johnson, Rae. "Pat's Body Story." In Embodied Social Justice, 28–35. 2nd ed. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003231585-6.

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Johnson, Rae. "Natalie's Body Story." In Embodied Social Justice, 42–48. 2nd ed. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003231585-8.

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Johnson, Rae. "Crissy's Body Story." In Embodied Social Justice, 17–22. 2nd ed. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003231585-4.

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Kowaluk, Colleen. "A Boy, His Snake, and Their Story." In Portals of Promise, 131–40. Rotterdam: SensePublishers, 2013. http://dx.doi.org/10.1007/978-94-6209-386-7_10.

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Тези доповідей конференцій з теми "Storm Boy"

1

Laface, Valentina, Felice Arena, and Carlos Guedes Soares. "On Variability of Mean Wave Direction During Severe Storms." In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-24633.

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The paper deals with the directional analysis of severe storms in some European locations, in the Atlantic Ocean and North Sea. The analysis is carried out by considering significant wave height and wave direction time series, from the HIPOCAS project database. At each considered location, all storms in the data set are identified. Then, for each storm, variability of direction during sea states is investigated. The results of this analysis show how direction during storms varies within well-defined sectors identified from the main directions from which the strongest storms occur plus or minus a certain angle Δϑ, and from one or more secondary sectors. The variation of direction during storms is evaluated in terms of standard deviation of direction, either by considering all sea states during storm, or only sea states during the part of the storm above a fixed threshold h of significant wave height. The results show that standard deviation of direction decreases as the threshold h increases and it is due to the fact that variability of direction near the storm peak is smaller than in the full storm.
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Laface, Valentina, Anne Karin Magnusson, Elzbieta M. Bitner-Gregersen, Magnar Reistad, Alessandra Romolo, and Felice Arena. "Equivalent Storm Model for Long-Term Statistics of Sea Storms Off Norway." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-78747.

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The paper deals with long-term analysis of ocean storms off Norway. Sixty years of wave model time series are considered for the analysis. The input data provide spectral characteristics of both wind and swell seas. The availability of global and partitioned significant wave heights enables the possibility of investigating how swell seas influence the storm shape in terms of growing and decay stages and on how this aspect affects the long-term estimates. The analysis is conducted by means of equivalent storm approach which consists of substituting the sequence of actual storms at a given site with a sequence of equivalent storms whose shape is fixed (such as triangular, power or exponential) and then calculating return periods of storm with given characteristics via analytical solutions derived on the basis of storm shape assumed. This is possible due to statistical equivalence between actual and equivalent storms which in turn leads to the equality of wave risk between actual and equivalent storm sequences at a given site. The equivalent storm associated with an actual one is defined by means of two parameters, related to the storm intensity and duration. The equivalent storm intensity is given by the maximum significant wave height in the actual storm history, while the duration is determined via an iterative procedure. In this paper the exponential shape is considered which is referred as equivalent exponential (EES) storm model. Some aspects related with the storm shape and its influence on return values estimate via EES model are investigated. Further, a sensitivity analysis of EES model to the storm threshold is proposed.
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Arena, Felice, and Valentina Laface. "On Sampling Between Data of Significant Wave Height for Long-Term Analysis With Equivalent Triangular Storm Model." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-11241.

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This work proposes an analysis of storms in Pacific and Atlantic Ocean, which is carried out by applying the Boccotti’s Equivalent Triangular Storm (ETS) model. The ETS model represents any actual storm by means of two parameters. The former gives the storm intensity, which is equal to the maximum significant wave height during the actual storm; the latter represents the storm duration and it is such that the maximum expected wave height is the same in the actual storm and in the equivalent triangular storm. Data from buoys of the NOAA-NDBC (National Data Buoy Center, USA) are used in the applications, by considering different sampling Δt between two consecutive records, which varies between 1 and 6 hours. The sensitivity of the ETS model with the variation of Δt is investigated for the long-term modeling of severe storms. The results show that the structure of storms is strongly modified as Δt increases: both the intensity and the duration may change significantly. The effects of this results for long term statistics are investigated by means of the return period R(Hs > h) of a storm in which the maximum significant wave height exceeds the threshold h, which is evaluated by using data with different sampling Δt between two consecutive records. Finally for different values of the return period R, the return value of significant wave height and the mean persistence Dm(h), giving the mean time during which the significant wave height is greater than fixed threshold (in the storms where the threshold is exceeded), are calculated.
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4

Laface, Valentina, Felice Arena, Christophe Maisondieu, and Alessandra Romolo. "On Long Term Statistics of Ocean Storms Starting From Partitioned Sea States." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61750.

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The paper proposes an analysis of ocean storms carried out starting from significant wave height time series of HOMERE sea-states hindcast database based on WAVEWATCH III model. Considering that wave spectra often exhibit multiple peaks due to the coexistence of wind waves and swells, here sea states are described by partitioned sea states that can be interpreted physically as representing independent wave systems. The analysis presented here in the paper deals with the contribution of swells to the storm peaks and on how they influence the long term statistics. The sensitivity of return values of significant wave height to swell contribution is investigated via an application of the Equivalent Triangular Storm Model (ETS). The ETS model provides analytical solution for the calculation of the return period R(Hs>h) of a sea storm whose maximum significant wave height exceeds a given threshold h. The approach of ETS consists in substituting each actual storm with an ETS described by two parameters: the storm intensity, that is the triangle height and it is equal to the maximum significant wave height during the actual storm; the storm duration, that is achieved imposing the equality between the maximum expected wave height of actual and equivalent storms. It has been experimentally proved that the actual storm and associated ETS are statistically equivalent because they have the same maximum significant wave height and the same probability P(Hmax>H) that the maximum wave height exceeds a given threshold H. The sequence of ETSs obtained in this way represents the equivalent sea, while the sequence of actual storms is the actual sea. The equivalent and actual seas present the same wave risk because they are characterized by the same number of storm events, each of them with the same intensity and the same P(Hmax>H). For the proposed analysis a set of four points from open sea to the coast is considered in area of the Gulf of Biscay (France). The results show that the contribution of swells is more significant for the storms of small and medium intensity and decreases for increasing storm intensities. Further return values variability neglecting swell is less than 7% at any point for return periods up to 100 years.
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5

Ewans, Kevin, and Philip Jonathan. "The Effect of Directionality on Northern North Sea Extreme Wave Design Criteria." In ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29657.

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The characteristics of hindcast data for extreme storms at a Northern North Sea location are shown to depend on storm direction, reflecting storm strength and fetch variability. Storm peak HS over threshold is modelled using a generalised Pareto distribution, the parameters of which are allowed to vary smoothly with direction using a Fourier form. A directionally-varying extreme value threshold is incorporated. The degree of smoothness of extreme value shape and scale with direction is regulated by roughness-penalised maximum likelihood; the optimal value of roughness selected by cross-validation. The characteristics of 100-year storm peak HS, estimated using the directional model differ from those estimated when ignoring the directionality of storms. In particular, the extreme right hand tail of omnidirectional HS100 is longer using the directional model, indicating in this case that ignoring directionality causes underestimation of design criteria. Although storm peak data alone are used for extreme value modelling, the influence of a storm, in directional design sectors other than that containing its storm peak direction, is incorporated by estimating the storm’s directional dissipation directly from the data. An automated approach to selection of directional design sectors is described. Directional design criteria are developed using three different approaches, all consistent with an omni-directional storm peak HS non-exceedence probability of 0.5. We suggest a risk-cost criterion, which minimises design cost for a given omni-directional design specification, as an objective basis for optimal selection of directional criteria.
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6

Pogue, Briohny. "Body story." In ACM SIGGRAPH 99 Electronic art and animation catalog. New York, New York, USA: ACM Press, 1999. http://dx.doi.org/10.1145/312379.312863.

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7

Percival, Daniel, Leanne Klein, and Dan Gluckman. "Body Story." In ACM SIGGRAPH 2001 video review. New York, New York, USA: ACM Press, 2001. http://dx.doi.org/10.1145/945314.945319.

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8

Laface, Valentina, Felice Arena, Ioannis A. Kougioumtzoglou, and Ketson Roberto Maximiano dos Santos. "Joint Time-Frequency Analysis of Small Scale Ocean Storms via the Harmonic Wavelet Transform." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61761.

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The paper focuses on utilizing the Harmonic Wavelet Transform (HWT) for estimating the evolutionary power spectrum (EPS) of sea storms. A sea storm is considered herein as a non-stationary stochastic process with a time duration of the order of days. The storm evolution can be represented in three stages: the growth, the peak and the decay. Specifically, during growth the intensity of the wave increases with time until reaching the apex, and then decreases. The analysis is carried out by processing the time series of the free surface elevation recorded at the Natural Ocean Engineering Laboratory of Reggio Calabria, Italy. A peculiarity of the NOEL lab is that a local wind from NNW often generates sea states consisting of pure wind waves that represent a small scale model, in Froude similarity, of ocean storms (www.noel.unirc.it). The main focus of the paper is, first, to acquire a joint time-frequency representation of the storm via estimating the associated EPS, and second, to explore the variability in time of the spectrum and of the dominant frequencies of the storm. The EPS is estimated by utilizing a non-stationary record of the sea surface elevation during a storm recorded at NOEL lab. Further, in this paper, the standard representation of sea storms is also considered. That is, the non-stationary process is represented as a sequence of stationary processes (sea states or buoy records), each of them characterized by an intensity defined by a significant wave height Hs and by a duration Δt. During the time interval Δt the sea surface elevation is considered stationary and the frequency spectrum may be computed via the Fast Fourier Transform (FFT). Results obtained following this procedure, which can be considered essentially as a brute-force application of the short-time FT, are compared with those obtained via a HWT based joint time-frequency analysis.
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9

Laface, Valentina, Elzbieta M. Bitner-Gregersen, Felice Arena, and Alessandra Romolo. "A Parameterization of DNV GL Storm Profile for Long-Term Analysis of Ocean Storms: Trapezoidal Storm Model." In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-95880.

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Abstract The paper introduces a parameterization of the DNV GL storm profile for developing an analytical model for calculations of the return period of a storm whose peak exceeds a given threshold. The DNV GL storm evolution is represented via an isosceles trapezoidal shape in which the minor base represents the storm peak duration, the major base the total storm duration and the height is half of the highest significant wave height in the actual storm. In this representation, the storm duration is not related to the storm intensity and it is fixed constant and equal to 42 hours, while the peak duration is assumed to be 6 hours. The parameterization proposed in the paper consists in expressing the peak duration as a fraction of the total storm duration allowing to investigate the effects of storm peak duration on long term estimates. The analytical solution for the return period is derived by following the classical approach of Equivalent Storm Models that is referring to the equivalent storm sequence, with the only difference that all the Trapezoidal Storm durations are identical whatever the storm intensity is. This assumption leads to significant simplification on the model development and potential employment as well. Further, a closed form solution is achieved for the return period which is also a generalization of the triangular shape. Finally, data analysis with NDBC buoys data is carried out for validating the model and elucidating analogies and differences with respect to classical Equivalent Storm approach. Results have shown that the Trapezoidal Model can be thought as a triangular one with a prudential factor on the storm peak duration which results in a reasonable overestimation of maximum expected wave height and return values.
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10

Fedele, Francesco, Felice Arena, and M. Aziz Tayfun. "Space-Time Extremes in Sea Storms." In ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2011. http://dx.doi.org/10.1115/omae2011-49048.

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We present a stochastic model of sea storms to predict the maximum height of the wave surface over a given area during storms. To do so, we exploit the theory of Euler Characteristics of random excursion sets combined with a generalization of Boccotti’s equivalent triangular storm model (Boccotti, 2000) that describes an actual storm history in the form of a generic power law (Fedele and Arena, 2010). An analytical solution for the return period of extreme wave events over a given area and the associated statistical properties are given. We then assess the relative validity of the new model and its predictions by analyzing wave measurements retrieved from NOAA-NODC buoys moored offshore of the Atlantic and Pacific coasts.
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Звіти організацій з теми "Storm Boy"

1

Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 2 – Port Arthur. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41901.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level and wave hazards for the Port Arthur CSRM structures. Coastal storm water level (SWL) and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP values for overtopping for levees and overtopping, nappe geometry, and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide elevations.
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2

Melby, Jeffrey, Thomas Massey, Abigail Stehno, Norberto Nadal-Caraballo, Shubhra Misra, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 1 – background and approach. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41820.

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Анотація:
The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level and wave hazards for the Port Arthur CSRM structures. Coastal storm water level (SWL) and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP runup and overtopping for levees and overtopping, nappe geometry, and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM structure crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide CSRM structure elevations.
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3

Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 4 – Freeport. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41903.

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Анотація:
The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level (SWL) and wave hazards for the Freeport CSRM structures. Coastal SWL and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP values for overtopping for levees and overtopping, nappe geometry and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide elevations.
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4

Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 3 – Orange County. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41902.

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Анотація:
The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level (SWL) and wave hazards for the Orange County CSRM structures. Coastal SWL and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP values for overtopping for levees and overtopping, nappe geometry, and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide elevations.
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5

Gallagher, Alex, Sandra LeGrand, Taylor Hodgdon, and Theodore Letcher. Simulating environmental conditions for Southwest United States convective dust storms using the Weather Research and Forecasting Model v4.1. Engineer Research and Development Center (U.S.), August 2022. http://dx.doi.org/10.21079/11681/44963.

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Dust aerosols can pose a significant detriment to public health, transportation, and tactical operations through reductions in air quality and visibility. Thus, accurate model forecasts of dust emission and transport are essential to decision makers. While a large number of studies have advanced the understanding and predictability of dust storms, the majority of existing literature considers dust production and forcing conditions of the underlying meteorology independently of each other. Our study works to-wards filling this research gap by inventorying dust-event case studies forced by convective activity in the Desert Southwest United States, simulating select representative case studies using several configurations of the Weather Research and Forecasting (WRF) model, testing the sensitivity of forecasts to essential model parameters, and assessing overall forecast skill using variables essential to dust production and transport. We found our control configuration captured the initiation, evolution, and storm structure of a variety of convective features admirably well. Peak wind speeds were well represented, but we found that simulated events arrived up to 2 hours earlier or later than observed. Our results show that convective storms are highly sensitive to initialization time and initial conditions that can preemptively dry the atmosphere and suppress the growth of convective storms.
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6

Torres, Marissa, and Norberto Nadal-Caraballo. Rapid tidal reconstruction with UTide and the ADCIRC tidal database. Engineer Research and Development Center (U.S.), August 2021. http://dx.doi.org/10.21079/11681/41503.

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The quantification of storm surge is vital for flood hazard assessment in communities affected by coastal storms. The astronomical tide is an integral component of the total still water level needed for accurate storm surge estimates. Coastal hazard analysis methods, such as the Coastal Hazards System and the StormSim Coastal Hazards Rapid Prediction System, require thousands of hydrodynamic and wave simulations that are computationally expensive. In some regions, the inclusion of astronomical tides is neglected in the hydrodynamics and tides are instead incorporated within the probabilistic framework. There is a need for a rapid, reliable, and accurate tide prediction methodology to provide spatially dense reconstructed or predicted tidal time series for historical, synthetic, and forecasted hurricane scenarios. A methodology is proposed to combine the tidal harmonic information from the spatially dense Advanced Circulation hydrodynamic model tidal database with a rapid tidal reconstruction and prediction program. In this study, the Unified Tidal Analysis program was paired with results from the tidal database. This methodology will produce reconstructed (i.e., historical) and predicted tidal heights for coastal locations along the United States eastern seaboard and beyond and will contribute to the determination of accurate still water levels in coastal hazard analysis methods.
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7

Jansson, Anna, Arun Heer, Suzana Rice, Frank Buonaiuto, Danielle Tommaso, Lynn Bocamazo, Stephen Couch, and Jodi McDonald. South Shore of Long Island, New York Regional Sediment Management Investigation : an overview of challenges and opportunities. Engineer Research and Development Center (U.S.), April 2022. http://dx.doi.org/10.21079/11681/43920.

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Анотація:
The US Army Corps of Engineers (USACE) is conducting the “South Shore of Long Island, New York Regional Sediment Management Investigation” to further understand sediment dynamics and to develop a comprehensive regional sediment management plan for the south shore of Long Island, New York. Regional sediment management is a systems approach using best management practices for more efficient and effective use of sediments in coastal, estuarine, and inland environments. This investigation seeks to characterize sediment movement on the south shore of Long Island as a holistic system across the entire study area. It focuses on the regional system post-Hurricane Sandy (October 2012) as the storm significantly altered the physical landscape with severe shoreline erosion, which resulted in the construction of projects to reduce the risk of future storms and stakeholder priorities with a new emphasis on bay-side sediment dynamics, such as channel shoaling and disappearing wetlands. Despite the fact the storm caused severe erosion, the equilibrium beach profile, depth of closure, and general shoreline orientation seem to be unaffected. Previous studies have characterized sediment movement at specific sections of the south shore, but these data have not been incorporated to create a system-wide perspective. Coordinating sediment management across the six Atlantic Ocean inlets, Great South Bay Channel, Intracoastal Waterway, and coastal storm risk management (CSRM) projects could save the federal government millions of dollars in dredging and sand placement actions. This technical note presents the progress the investigation has made to date and will be followed with a more in-depth technical report titled South Shore of Long Island, New York Regional Sediment Management Investigation: A Post-Hurricane Sandy Shoreline Evaluation, currently in preparation.
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8

Chambers, Katherine, Joshua Murphy, and Kathryn McIntosh. 2017 hurricane season : recommendations for a resilient path forward for the Marine Transportation System. Engineer Research and Development Center (U.S.), July 2021. http://dx.doi.org/10.21079/11681/41285.

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In October 2017, the Coordinating Board of the US Committee on the Marine Transportation System tasked the MTS Resilience Integrated Action Team to identify the impacts, best practices, and lessons learned by federal agencies during the 2017 hurricane season. The RIAT studied the resiliency of the MTS by targeting its ability to prepare, respond, recover, and adapt to and from disruptions by turning to the collective knowledge of its members. Utilizing interagency data calls and a targeted workshop, the RIAT gauged the disruptive effect of the 2017 hurricane season and how Hurricanes Harvey, Irma, and Maria affected the operating status of at least 45 US ports across three major regions. This report identifies recommendations to better understand how the MTS can prepare for future storms and identifies activities by federal agencies that are contributing towards resilience. Such actions include hosting early pre-storm preparedness meetings, prioritizing communication between agencies and information distribution, and maintaining or updating existing response plans. Recommendations also target challenges experienced such as telecommunication and prioritization assistance to ports and critical infrastructure. Finally, the report offers opportunities to minimize the impacts experienced from storms and other disruptions to enhance the resilience of the MTS and supporting infrastructure.
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9

Mahajan, Parag, and Dean Yang. Taken by Storm: Hurricanes, Migrant Networks, and U.S. Immigration. Cambridge, MA: National Bureau of Economic Research, August 2017. http://dx.doi.org/10.3386/w23756.

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10

Nadal-Caraballo, Norberto C., Madison C. Yawn, Luke A. Aucoin, Meredith L. Carr, Jeffrey A. Melby, Efrain Ramos-Santiago, Victor M. Gonzalez, et al. Coastal Hazards System–Louisiana (CHS-LA). US Army Engineer Research and Development Center, August 2022. http://dx.doi.org/10.21079/11681/45286.

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Анотація:
The US Army Engineer Research and Development Center (ERDC), Coastal and Hydraulics Laboratory (CHL) expanded the Coastal Hazards System (CHS) to quantify storm surge and wave hazards for coastal Louisiana. The CHS Louisiana (CHS-LA) coastal study was sponsored by the Louisiana Coastal Protection and Restoration Authority (CPRA) and the New Orleans District (MVN), US Army Corps of Engineers (USACE) to support Louisiana’s critical coastal infrastructure and to ensure the effectiveness of coastal storm risk management projects. The CHS-LA applied the CHS Probabilistic Coastal Hazard Analysis (PCHA) framework to quantify tropical cyclone (TC) responses, leveraging new atmospheric and hydrodynamic numerical model simulations of synthetic TCs developed explicitly for the Louisiana region. This report focuses on documenting the PCHA conducted for the CHS-LA, including details related to the characterization of storm climate, storm sampling, storm recurrence rate estimation, marginal distributions, correlation and dependence structure of TC atmospheric-forcing parameters, development of augmented storm suites, and assignment of discrete storm weights to the synthetic TCs. As part of CHS-LA, coastal hazards were estimated within the study area for annual exceedance frequencies (AEFs) over the range of 10 yr-1 to 1×10-4 yr-1.
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