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Standard Guide for Elements of a Complete Data Set for Non-Cohesive Sediments
Automaticky preložený názov:
Štandardné Sprievodca pre prvkov kompletnú sadu dát pre nesúdržnej sedimenty
NORMA vydaná dňa 15.6.2007
Označenie normy: ASTM D5387-93(2007)
Poznámka: NEPLATNÁ
Dátum vydania normy: 15.6.2007
Kód tovaru: NS-30980
Počet strán: 4
Približná hmotnosť: 12 g (0.03 libier)
Krajina: Americká technická norma
Kategória: Technické normy ASTM
Keywords:
data elements, sampling, sediment, surface-water, ICS Number Code 13.060.10 (Water of natural resources), 35.240.60 (IT applications in transport and trade)
| Significance and Use | ||||||||||
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This guide describes what parameters should be measured and stored to obtain a complete sediment and hydraulic data set that could be used to compute sediment transport using any prominently known sediment-transport equations. The criteria will address only the collection of data on noncohesive sediment. A noncohesive sediment is one that consists of discrete particles and whose movement depends on the particular properties of the particles themselves (1). These properties can include particle size, shape, density, and position on the streambed with respect to other particles. Generally, sand, gravel, cobbles, and boulders are considered to be noncohesive sediments. |
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| 1. Scope | ||||||||||
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1.1 This guide covers criteria for a complete sediment data set. 1.2 This guide provides guidelines for the collection of non-cohesive sediment alluvial data. 1.3 This guide describes what parameters should be measured and stored to obtain a complete sediment and hydraulic data set that could be used to compute sediment transport using any prominently known sediment-transport equations. 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. |
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| 2. Referenced Documents | ||||||||||
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