2005
DOI: 10.2172/15016741
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Predicting Peak Hydrogen Concentrations from Spontaneous Gas Releases in Hanford Waste Tanks

Abstract: ph: (865) 576-8401 fax: (865) 576-5728 email: reports@adonis.osti.gov Available to the public from the National Technical Information Service, U.S. Department of Commerce, 5285 Port Royal Rd., Springfield, VA 22161 ph: (800) 553-6847 fax: (703) 605-6900 email: orders@ntis.fedworld.gov online ordering: http://www.ntis.gov/ordering.htm AbstractBuoyant displacement gas release events (BDGRE) are spontaneous gas releases that occur in a few of the Hanford radioactive waste storage tanks when gas accumulation makes… Show more

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Cited by 10 publications
(55 citation statements)
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“…The effect of sediment depth on shear strength is not present in small waste samples, so the actual in-tank rheology is unknown in these tanks. Available in situ shear strength measurements generally indicate increasing shear strength as a function of depth (Stewart et al 2005) consistent with this work.…”
Section: Introductionsupporting
confidence: 88%
See 1 more Smart Citation
“…The effect of sediment depth on shear strength is not present in small waste samples, so the actual in-tank rheology is unknown in these tanks. Available in situ shear strength measurements generally indicate increasing shear strength as a function of depth (Stewart et al 2005) consistent with this work.…”
Section: Introductionsupporting
confidence: 88%
“…The retrieval processes often use water jets to mobilize the settled solids or sediment layer so that the diluted slurry can be removed from the tank. Jet penetration and sediment erosion rates will depend on the shear strength of the sediment (Stewart et al 2005). …”
Section: Introductionmentioning
confidence: 99%
“…Gas retention and release behavior also depends on shear strength (e.g., Meacham 2010, Weber 2009, Stewart et al 2005. The relation of shear strength with elevation in the sediment can affect these dependencies.…”
Section: Shear Strength-elevation Within the Sedimentmentioning
confidence: 99%
“…Starting in 1993 and continuing to April 2000, the initially nominally 5.33-m-thick sediment layer in SY-101 (0.26 undissolved solid volume fraction) was mobilized by a mixer pump in riser 12A (renumbered to riser 015) (see Johnson et al 2000 for mixer pump, Stewart et al 2005 for waste properties). Figure 3.14 provides the riser map for SY-101.…”
Section: Sy-101mentioning
confidence: 99%