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Livres sur le sujet « Beach Safety »

Auteur : Grafiati

Publié le 4 juin 2021

Mis à jour le 20 février 2023

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1

Rip currents : Beach safety, physical oceanography, and wave modeling. Boca Raton, FL : Taylor & Francis, 2011.

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2

Tristan-Paul, McGee, dir. Hari at the beach. Penrith : Hari, 2010.

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3

illustrator, Vujinovic Goran, dir. Mizzie likes to help Bella-Boo at the beach. Brisbane, QLD : Mizzie the Kangaroo Productions, 2016.

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4

Indonesian Aquaculture (2007 Bali, Indonesia). Indonesian aquaculture 2007, 30 July-2 August 2007, Hotel Inna Grand Bali Beach, Sanur : Sustainable aquaculture and food safety. [Jakarta] : Directorate General of Aquaculture, Ministry of Marine Affairs and Fisheries, Republic of Indonesia, 2007.

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5

Indonesian, Aquaculture (2007 Sanur Indonesia). Indonesian Aquaculture 2007 : 30 July-2 August 2007, Hotel Inna Grand Bali Beach, Sanur : sustainable aquaculture and food safety. [Jakarta] : Ministry of Marine Affairs and Fisheries, 2007.

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6

United States. Congress. House. Committee on Merchant Marine and Fisheries. Subcommittee on Coast Guard and Navigation. Recreational boating safety : Hearing before the Subcommittee on Coast Guard and Navigation of the Committee on Merchant Marine and Fisheries, House of Representatives, One Hundredth Congress, second session ... February 11, 1988--Miami Beach, FL. Washington : U.S. G.P.O., 1988.

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7

Topical Meeting on Advances in Fuel Management (1997 Myrtle Beach, South Carolina). Advances in nuclear fuel management II : Proceedings of the Topical Meeting, March 23-26, 1997, Ocean Dunes Resort & Villas, Myrtle Beach, South Carolina. [La Grange Park, Ill.] : American Nuclear Society, 1997.

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8

Fire Retardant Chemicals Association (U.S.). Fall Conference. Fire safety developments and testing : Toxicity, heat release, product development, combustion corrosivity : papers presented at Ponte Vedra Inn & Club, Ponte Vedra Beach, Florida, October 21-24, 1990. Lancaster, Pa : The Association, 1990.

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9

International Conference on Structural Safety and Reliability (8th 2001 Newport Beach, Calif.). Structural safety and reliability : Proceedings of the 8th International Conference on Structural Safety and Reliability, ICOSSAR '01, Newport Beach, California, USA, 17-22 June 2001 / edited by R.B. Corotis, G.I. Schuëller, M. Shinozuka. Lisse, The Netherlands : A.A. Balkema, 2001.

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10

New Jersey. Legislature. General Assembly. Task Force on Waterway Safety. Public hearing before Assembly Task Force on Waterway Safety : Testimony on boat safety regulations in other states and on possible partnerships that might be forged between the state and the insurance industry to facilitate safe boating practices : [March 7, 2003, Pine Beach, New Jersey]. Trenton, N.J : The Unit, 2003.

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11

United States. Congress. House. Committee on Merchant Marine and Fisheries. Subcommittee on Fisheries and Wildlife Conservation and the Environment. Medical waste and sewage contamination : Hearing before the Subcommittee on Fisheries and Wildlife Conservation and the Environment of the Committee on Merchant Marine and Fisheries, House of Representatives, One Hundredth Congress, second session ... H.R. 5231 ... September 6, 1988--Jones Beach, NY. Washington : U.S. G.P.O., 1988.

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12

Aviation, Safety/Automation Program Conference (1989 Virginia Beach Va ). Aviation Safety/Automation Program Conference : Proceedings of a conference sponsored by the National Aeronautics and Space Administration, Washington, D.C., and held in Virginia Beach, Virginia, October 11-12, 1989. Washington, D.C : NASA, Office of Management, Scientific and Technical Information Division, 1990.

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13

United States. Congress. House. Committee on Agriculture. Subcommittee on Risk Management and Specialty Crops. Specialty crop agricultural issues relating to the 1999 World Trade Organization negotiations : Hearings before the Subcommittee on Risk Management and Specialty Crops of the Committee on Agriculture, House of Representatives, One Hundred Fifth Congress, second session, January 22, 1998, West Palm Beach, FL, February 17, 1998, Riverside, CA, April 1, Washington, DC. Washington : U.S. G.P.O., 1998.

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14

H.R. 3360, Federal Fire Safety Act ; H.R. 4438, designating the Glenn M. Anderson Federal Building, CA ; and H.R., 5222, designating the Robert A. Grant Federal Building and U.S. Courthouse, IN : 11(b) resolutions for Markham, IL, Rockford, IL, Covington, KY, London, KY, and Greeneville, TN ; an alteration prospectus for San Diego, CA ; and an amendment to a previously approved construction resolution for Charlotte Amalie, St. Thomas, VI : hearing before the Subcommittee on Public Buildings and Grounds of the Committee on Public Works and Transportation, House of Representatives, One Hundred Second Congress, second session, May 28, 1992. Washington : U.S. G.P.O., 1992.

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15

Grounds, United States Congress House Committee on Public Works and Transportation Subcommittee on Public Buildings and. H.R. 3360, Federal Fire Safety Act ; H.R. 4438, designating the Glenn M. Anderson Federal Building, CA ; and H.R., 5222, designating the Robert A. Grant Federal Building and U.S. Courthouse, IN : 11(b) resolutions for Markham, IL, Rockford, IL, Covington, KY, London, KY, and Greeneville, TN ; an alteration prospectus for San Diego, CA ; and an amendment to a previously approved construction resolution for Charlotte Amalie, St. Thomas, VI : hearing before the Subcommittee on Public Buildings and Grounds of the Committee on Public Works and Transportation, House of Representatives, One Hundred Second Congress, second session, May 28, 1992. Washington : U.S. G.P.O., 1992.

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16

Inc, Maxim Technologies. Montana Department of Transportation task order no. 305 : Anti-skid material research project bench-scale columns and field study report. [Helena, MT : Montana, Dept. of Transportation, Environmental Services], 2002.

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17

United States. National Transportation Safety Board. Aircraft accident report : Henson Airlines flight 1517, Beech B99, N339HA, Grottoes, Virginia, September 23, 1985. Washington, D.C : The Board, 1986.

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18

United States. National Transportation Safety Board. Aircraft accident report : Bar Harbor Airlines flight 1808, Beech BE-99, N300WP, Auburn-Lewiston Municipal Airport, Auburn, Maine, August 25, 1985. Washington, D.C : The Board, 1986.

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19

United States. National Transportation Safety Board. Aircraft accident report : Midair collision of Wings West Airlines Beech C-99 (N6399U) and Aesthetec, Inc., Rockwell Commander 112TC N112SM near San Luis Obispo, California, August 24, 1985 [i.e., 1984]. Washington, D.C : The Board, 1985.

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20

Science, Popular, dir. Woodworking projects 1987 yearbook. New York : Popular Science, 1987.

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21

Chambers, Peter R. Beach Safety. Warren Publishing, Incorporated, 2021.

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22

(Illustrator), David High, et Theresa Mazurek (Illustrator), dir. Grundo Beach Party (World of Teddy Ruxpin). Alchemy Communications Group, Limited, 1986.

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23

Rip Currents : Beach Safety, Physical Oceanography, and Wave Modeling. Taylor & Francis Group, 2017.

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24

Leatherman, Stephen, et John Fletemeyer. Rip Currents : Beach Safety, Physical Oceanography, and Wave Modeling. Taylor & Francis Group, 2011.

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25

Leatherman, Stephen, et John Fletemeyer. Rip Currents : Beach Safety, Physical Oceanography, and Wave Modeling. Taylor & Francis Group, 2011.

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26

Annie and the Waves - Vietnamese Version : A Beach Safety Book. Louise Lambeth T/A Deep Water Publishing, 2022.

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27

Hollywood Fire/Rescue and Beach Safety Department : Commemorative Book 1924-2008. Turner Publishing Company, 2008.

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28

Publishing, Turner. Hollywood Fire/Rescue and Beach Safety Department : Commemorative Book 1924-2008. Turner Publishing Company, 2008.

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29

Harris, Carissa, Kerrie Stewart et Louise Lambeth. Annie and the Waves - Chinese Simplified Version : A Beach Safety Book. Louise Lambeth T/A Deep Water Publishing, 2022.

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30

Reading 2011 Concept Literacy Reader Grade 5 Week 2 Unit 1 Beach Safety. Savvas Learning Company, 2009.

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31

Oregon. State Parks and Recreation Dept., dir. Oregon beach safety alert : Warning ! what you need to know about the ocean. [Salem, OR] : Oregon State Parks, 1999.

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32

T, Hilburn, Suski Gregory J, Zalewski Janusz, International Federation of Automatic Control. et IFAC Workshop on Safety and Reliability in Emerging Control Technologies (2nd : 1995 : Daytona Beach, Fla.), dir. Safety and reliability in emerging control technologies : A postprint volume from the 2nd IFAC Workshop, Daytona Beach, Florida, USA, 1-3 November 1995. New York : Published for the International Federation of Automatic Control by Pergamon, 1996.

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33

Association, Fire Retardant Chemicals, dir. Fire safety developments and testing : Toxicity, heat release, product development, combustion corrosivity : papers presented at Ponte Vedra Inn & Club, Ponte Vedra Beach, Florida, Oct. 21-24, 1990. Lancaster, Pa : Fire Retardant Chemicals Association, 1990.

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34

A, Morello Samuel, United States. National Aeronautics and Space Administration. et Langley Research Center, dir. Report of the Workshop on Aviation Safety/Automation Program : Results of a workshop sponsored by the National Aeronautics and Space Administration and held in Virginia Beach, Virginia, October 10, 1989. Hampton, Va : National Aeronautics and Space Administration, Langley Research Center, 1990.

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35

Cardiac Drug Safety A Bench To Bedside Approach. World Scientific Publishing Company, 2011.

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36

Zydroń, Tymoteusz. Wpływ systemów korzeniowych wybranych gatunków drzew na przyrost wytrzymałości gruntu na ścinanie. Publishing House of the University of Agriculture in Krakow, 2019. http://dx.doi.org/10.15576/978-83-66602-46-5.

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The aim of the paper was to determine the influence of root systems of chosen tree species found in the Polish Flysch Carpathians on the increase of soil shear strength (root cohesion) in terms of slope stability. The paper's goal was achieved through comprehensive tests on root systems of eight relatively common in the Polish Flysch Carpathians tree species. The tests that were carried out included field work, laboratory work and analytical calculations. As part of the field work, the root area ratio (A IA) of the roots was determined using the method of profiling the walls of the trench at a distance of about 1.0 m from the tree trunk. The width of the. trenches was about 1.0 m, and their depth depended on the ground conditions and ranged from 0.6 to 1.0 m below the ground level. After preparing the walls of the trench, the profile was divided into vertical layers with a height of 0.1 m, within which root diameters were measured. Roots with diameters from 1 to 10 mm were taken into consideration in root area ratio calculations in accordance with the generally accepted methodology for this type of tests. These measurements were made in Biegnik (silver fir), Ropica Polska (silver birch, black locust) and Szymbark (silver birch, European beech, European hornbeam, silver fir, sycamore maple, Scots pine, European spruce) located near Gorlice (The Low Beskids) in areas with unplanned forest management. In case of each tested tree species the samples of roots were taken, transported to the laboratory and then saturated with water for at least one day. Before testing the samples were obtained from the water and stretched in a. tensile testing machine in order to determine their tensile strength and flexibility. In general, over 2200 root samples were tested. The results of tests on root area ratio of root systems and their tensile strength were used to determine the value of increase in shear strength of the soils, called root cohesion. To this purpose a classic Wu-Waldron calculation model was used as well as two types of bundle models, the so called static model (Fiber Bundle Model — FIRM, FBM2, FBM3) and the deformation model (Root Bundle Model— RBM1, RBM2, mRBM1) that differ in terms of the assumptions concerning the way the tensile force is distributed to the roots as well as the range of parameters taken into account during calculations. The stability analysis of 8 landslides in forest areas of Cicikowicleie and Wignickie Foothills was a form of verification of relevance of the obtained calculation results. The results of tests on root area ratio in the profile showed that, as expected, the number of roots in the soil profile and their ApIA values are very variable. It was shown that the values of the root area ratio of the tested tree species with a diameter 1-10 ram are a maximum of 0.8% close to the surface of the ground and they decrease along with the depth reaching the values at least one order of magnitude lower than close to the surface at the depth 0.5-1.0 m below the ground level. Average values of the root area ratio within the soil profile were from 0.05 to 0.13% adequately for Scots pine and European beech. The measured values of the root area ratio are relatively low in relation to the values of this parameter given in literature, which is probably connected with great cohesiveness of the soils and the fact that there were a lot of rock fragments in the soil, where the tests were carried out. Calculation results of the Gale-Grigal function indicate that a distribution of roots in the soil profile is similar for the tested species, apart from the silver fir from Bie§nik and European hornbeam. Considering the number of roots, their distribution in the soil profile and the root area ratio it appears that — considering slope stability — the root systems of European beech and black locust are the most optimal, which coincides with tests results given in literature. The results of tensile strength tests showed that the roots of the tested tree species have different tensile strength. The roots of European beech and European hornbeam had high tensile strength, whereas the roots of conifers and silver birch in deciduous trees — low. The analysis of test results also showed that the roots of the studied tree species are characterized by high variability of mechanical properties. The values Of shear strength increase are mainly related to the number and size (diameter) of the roots in the soil profile as well as their tensile strength and pullout resistance, although they can also result from the used calculation method (calculation model). The tests showed that the distribution of roots in the soil and their tensile strength are characterized by large variability, which allows the conclusion that using typical geotechnical calculations, which take into consideration the role of root systems is exposed to a high risk of overestimating their influence on the soil reinforcement. hence, while determining or assuming the increase in shear strength of soil reinforced with roots (root cohesion) for design calculations, a conservative (careful) approach that includes the most unfavourable values of this parameter should be used. Tests showed that the values of shear strength increase of the soil reinforced with roots calculated using Wu-Waldron model in extreme cases are three times higher than the values calculated using bundle models. In general, the most conservative calculation results of the shear strength increase were obtained using deformation bundle models: RBM2 (RBMw) or mRBM1. RBM2 model considers the variability of strength characteristics of soils described by Weibull survival function and in most cases gives the lowest values of the shear strength increase, which usually constitute 50% of the values of shear strength increase determined using classic Wu-Waldron model. Whereas the second model (mRBM1.) considers averaged values of roots strength parameters as well as the possibility that two main mechanism of destruction of a root bundle - rupture and pulling out - can occur at the same. time. The values of shear strength increase calculated using this model were the lowest in case of beech and hornbeam roots, which had high tensile strength. It indicates that in the surface part of the profile (down to 0.2 m below the ground level), primarily in case of deciduous trees, the main mechanism of failure of the root bundle will be pulling out. However, this model requires the knowledge of a much greater number of geometrical parameters of roots and geotechnical parameters of soil, and additionally it is very sensitive to input data. Therefore, it seems practical to use the RBM2 model to assess the influence of roots on the soil shear strength increase, and in order to obtain safe results of calculations in the surface part of the profile, the Weibull shape coefficient equal to 1.0 can be assumed. On the other hand, the Wu-Waldron model can be used for the initial assessment of the shear strength increase of soil reinforced with roots in the situation, where the deformation properties of the root system and its interaction with the soil are not considered, although the values of the shear strength increase calculated using this model should be corrected and reduced by half. Test results indicate that in terms of slope stability the root systems of beech and hornbeam have the most favourable properties - their maximum effect of soil reinforcement in the profile to the depth of 0.5 m does not usually exceed 30 kPa, and to the depth of 1 m - 20 kPa. The root systems of conifers have the least impact on the slope reinforcement, usually increasing the soil shear strength by less than 5 kPa. These values coincide to a large extent with the range of shear strength increase obtained from the direct shear test as well as results of stability analysis given in literature and carried out as part of this work. The analysis of the literature indicates that the methods of measuring tree's root systems as well as their interpretation are very different, which often limits the possibilities of comparing test results. This indicates the need to systematize this type of tests and for this purpose a root distribution model (RDM) can be used, which can be integrated with any deformation bundle model (RBM). A combination of these two calculation models allows the range of soil reinforcement around trees to be determined and this information might be used in practice, while planning bioengineering procedures in areas exposed to surface mass movements. The functionality of this solution can be increased by considering the dynamics of plant develop¬ment in the calculations. This, however, requires conducting this type of research in order to obtain more data.

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37

Popular Science : Woodworking Projects Yearbook, 1987. Rodale Press, 1987.

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