1976
DOI: 10.2172/7181109
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Incineration facilities for treatment of radioactive wastes: a review

Abstract: A description is given of incinerator installations in the US and in foreign countries. Included are descriptions of inactive incinerators, incinerator facilities currently in operation, and incinerator installations under construction. Special features of eech installation and operational problems of each facility are emphasized. Problems in the incineration of radioactive waste are discussed in relation to the composition of the waste and the amount and type of radioactive contaminant. a L CYCLONE 2. BRANCH … Show more

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Cited by 9 publications
(5 citation statements)
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“…In some cases measures can be dependent, but by carefully combining some and/or eliminating others, a minimum distortion can be maintained. Miller 40 and Gustafson et al 1 ' advocate eliminating performance measures where substantial interactions occur. Care in defining criteria and performance measures can eliminate many problems (see, for example, Fishburn 22 ).…”
Section: Discussionmentioning
confidence: 99%
“…In some cases measures can be dependent, but by carefully combining some and/or eliminating others, a minimum distortion can be maintained. Miller 40 and Gustafson et al 1 ' advocate eliminating performance measures where substantial interactions occur. Care in defining criteria and performance measures can eliminate many problems (see, for example, Fishburn 22 ).…”
Section: Discussionmentioning
confidence: 99%
“…Rad waste (RW) has been incinerated at nuclear sites for over 40 years. Perkins (1976) gave considerable detail about 50 RW incinerators in use by that date, worldwide. incinerators for both 1 ow-1 evel and i ntermedi ate-1 evel wastes, were described in a recent DOE publication (DOE 1979).…”
Section: The Primarymentioning
confidence: 99%
“…Power to the primary is 4.8 kW divided into three zones; power to the afterburner is 5 kW per tube and 11.4 watts/in. 2 on the flat plate heaters. Total heat input to the incinerator is 125 kW.…”
Section: Design and Constructionmentioning
confidence: 99%
“…The maximum compressive stress on the castable is the weight of the top manifold (501 lb), the bottom manifold (520 lb), and two tubes (496 lb) divided by the 48-in. 2 area or the equivalent of three 4 x 4-in. pillars supporting them.…”
Section: Steel Base and Foundationmentioning
confidence: 99%
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