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Standard Test Methods for Tensile Strength Characteristics of Oil Spill Response Boom
Automaticky preložený názov:
Štandardné testovacie metódy pre pevnosť v ťahu Charakteristika ropnej škvrny Boom Response
NORMA vydaná dňa 1.4.2007
Označenie normy: ASTM F1093-99(2007)
Poznámka: NEPLATNÁ
Dátum vydania normy: 1.4.2007
Kód tovaru: NS-49111
Počet strán: 4
Približná hmotnosť: 12 g (0.03 libier)
Krajina: Americká technická norma
Kategória: Technické normy ASTM
Keywords:
booms, loading tests, spill control materials/systems, tension (tensile) properties/tests-tensile strength, tensile strength characteristics of oil spill response boom, test, ICS Number Code 13.060.99 (Other standards related to water quality)
Significance and Use | ||||
Boom sections are frequently combined into assemblages hundreds of meters in length prior to towing through the water to a spill site. The friction of moving long boom assemblages through the water can impose high tensile stresses on boom segments near the tow vessel. Tensile forces are also set up in a boom when it is being towed in a sweeping mode. The magnitude of this tensile force can be related to the immersed depth of the boom, the length of boom involved, the width of the bight formed by the two towing vessels, and the speed of movement. Note 1—When the towing speed exceeds about 1 knot (0.5 m/s), substantial oil will be lost under the boom. Knowledge of maximum and allowable working tensile stresses will help in the selection of boom for a given application and will permit specification of safe towing and anchoring conditions for any given boom. |
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1. Scope | ||||
1.1 These test methods cover static laboratory tests of the strength of oil spill response boom under tensile loading. 1.2 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. For a specific hazard statement, see Section 7. |
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2. Referenced Documents | ||||
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