Water resources development in Utah /

Description based on: 1981; title from cover.

Small size pressurized water reactor.

"Including errata of March 7, 1960 and Supplement No. 1, Revised March 11, 1960."

Analysis of a power failure incident for the preliminary conceptual design of the small pressurized water reactor /

"Contract No. AT(40-1)-2589."

Prediction of shore retreat and nearshore profile adjustments to rising water levels on the Great Lakes /

"October 1980."

Stilling well design for accurate water level measurement /

"January 1977."

Evaluation and development of water wave theories for engineering application /

"November 1974."

Isolation thicknesses of water for UO₂F₂ solution systems /

Previously published data was used for an empirical study of critical arrays of slab and cylindrically shaped vessels interacting through water. These vessels contained an aqueous solution of UO₂F₂ and the U²³⁵ isotopic enrichment was greater than 90%. Approximate isolation thicknesses of water for each of the above two cases is given.

Empirical analysis of critical mass data involving enriched uranium metal in water /

"Unclassified"--Cover.

Increasing water filtration at Hanford /

"Contract No. AT(45-1)-1350."

The creep of zirconium in water from 400° to 600°F /

"Contract AT-30-1-Gen-366."

Pollution of subsurface water by sanitary landfills : volume 1 /

"Volumes 2 and 3, which are compilations of the experimental data collected, will be available through the National Technical Information Service, Springfield, Virginia 22151."

Water-related environmental control requirements at municipal solid waste-to-energy conversion facilities /

"DOE/EV-0116."

Wave transformation at isolated vertical piles in shallow water /

"March 1978."

Sand ripple growth in an oscillatory-flow water tunnel /

The development of sand ripples in an oscillatory-flow water tunnel was observed in 104 laboratory experiments approximating conditions at the seabed under steady progressive surface waves. The period, T, and amplitude, a, of the water motion were varied over wide ranges. Three quartz sands were used, with mean grain diameters, D = 0.55, 0.21, and 0.18 millimeter. In 24 experiments, with the bed initially leveled, T was reduced until ripples appeared, and their development to final equilibrium form was observed without further change in T. The remaining 80 experiments investigated the response of previously established bed forms to changes in T or a or both. The ripple length, lambda, and height, eta, were measured from photos, except when bed forms were three dimensional.

Water quality management plan for the Lake Champlain Basin (10-00) /

Mode of access: Internet.