Leached zone : dissolution of values using heat treated feeds /

"U.S. AEC Contract AT(49-1)-545."

Incomplete participant data affect reliability of values placed by actuaries on multiemployer pension plans : report to the Congress /

"September 6, 1984."

Superfund contracts : EPA's procedures for preventing conflicts of interest need strengthening: report to the Honorable John D. Dingell, Chairman, Subcommittee on Oversight and Investigations, Committee on Energy, House of Representatives /

"B-231219."--P. [1].

Assessors' land valuations, city of Chicago, from the quadrennial assessment of 1907 with systems of valuing real estate, tables showing increase of population and of values,

Includes advertisements.

A historical sketch of the conflicts between Jesuits and seculars in the reign of Queen Elizabeth, with a reprint of Christopher Bagshaw's ʻTrue relation of the faction begun at Wisbichʾ; and illustrative documents,

Half-title: Conflicts of Jesuits and seculars in the reign of Elizabeth.

National Petroleum Reserve in Alaska : 105(c) final study for the Secretary of the Interior /

Errata slip tipped in at front of v.1.

Reanalysis of wave runup on structures and beaches /

Example problems and methods of data analysis, together with general observations, are given. Smooth-slope runup results for both breaking and nonbreaking waves are presented in a set of curves similar to but revised from those in the Shore Protection Manual (SPM) (U.S. Army, Corps of Engineerings, Coastal Engineering Research Center, 1977). The curves are for structure slopes fronted by horizontal and 1 on 10 bottom slopes. The range of values of d sub s/H' sub o was extended to d sub s/H' sub o = 8; relative depth (d sub s/H' sub o) is important even for d sub s/H' sub o> 3 for waves which do not break on the structure slope. Rough-slope results are presented in similar curves if sufficient data were available. Otherwise, results are given as values of r, which is the ratio of rough-slope runup to smooth-slope runup. Scale-effect in runup is discussed.

Geometry of profiles across Inner Continental Shelves of the Atlantic and Gulf coasts of the United States /

Along most of the U.S. east and gulf coasts from Long Island to the Mexican Border, bottom profiles extending over the Inner Continental Shelves normal from the coast display a characteristic two-sector shape. Near the coast, the 'shoreface' profile sector is steep and concave-up; the seaward 'ramp' sector is planar with a gradual slope away from the coast. As part of the Beach Evaluation Program at this Center, 9 profiles extending from the coast 30.5 km (19 miles) seaward at each of 49 localities were averaged to mathematically characterize the profiles and to develop and test criteria for discriminating among groups of profiles. Results indicate Inner Continental Shelf profiles can be mathematically defined by 4 parameters: a = ramp slope (0 - 0.00107); b = depth of the ramp at the shoreline, when the ramp is extended as a straight line below the shoreface sector (0 - 24.7 meters, 0 - 81 feet); c = distance from the shoreline to the shoreface-ramp boundary (0.2 - 20.6 km, 0.12 - 12.9 miles); and f = index of concavity of the shoreface sector (0.21 - 1.72). Values in parentheses are the range of values obtained for the 49 averaged profiles. An equation was developed to define bottom depth as a function of distance from shore incorporating these four parameters. Computed depths using the equation were found to be generally within 5% of actual profile depths. In most cases, no relationship was found between the geometric characteristics of the shoreface and the ramp.

Values, immediate and contributory, and their interrelation,

Published also as thesis (Ph.D.) New York university, 1919.