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pro vyhledávání: '"Charles E. Rice"'
Autor:
Charles E. Rice
“Contraceptive sex,” wrote social science researcher Mary Eberstadt in 2012, “is the fundamental social fact of our time.” In this important and pointed book, Charles E. Rice, of the Notre Dame Law School, makes the novel claim that the accep
Autor:
Charles E. Rice
Publikováno v:
American Psychologist. 55:488-491
The new discipline of psychology had been established at a number of American colleges and universities by 1900, but it usually existed in a more rudimentary form, as compared with the familiar autonomous department of psychology found today. The cur
Autor:
Charles E. Rice
Publikováno v:
The Review of Politics. 70:124-126
Publikováno v:
Journal of Hydraulic Engineering. 124:179-185
A study was conducted to determine the roughness of rock riprap laid on steep slopes. Tests were conducted in a 1.07 m wide flume and two 2.74 m wide field-scale structures using angular riprap with median diameters D50 ranging from 52 to 278 mm and
Publikováno v:
Transactions of the ASAE. 41:621-626
Rock chute design information is consolidated from several sources to provide a comprehensive design tool. The rock slope stability, boundary roughness, and outlet stability of rock chutes are each discussed. Tests were performed in three rectangular
Publikováno v:
Applied Engineering in Agriculture. 14:145-148
Rock chutes, rock riprap on steep slopes, are used as grade control structures to safely conduct a water flow to a lower elevation. Previous studies have reported relationships to predict the highest stable unit discharge on the sloping face as a fun
Autor:
Charles E. Rice
Publikováno v:
American Psychologist. 52:1173-1181
Autor:
Charles E. Rice, Kem C. Kadavy
Publikováno v:
Journal of Hydraulic Engineering. 122:292-297
Studies were conducted with a two-dimensional 1:20 scale model of a roller compacted concrete stepped spillway to evaluate the flow transition from the level spillway crest to the sloping steps, the energy dissipation of the steps, and performance of
Autor:
Charles E. Rice, Kem C. Kadavy
Publikováno v:
Journal of Hydraulic Engineering. 119:133-139
Severe scour may occur downstream of SAF stilling basins and some type of protection may be required to ensure the integrity of the structure. Tests were conductred using physical models to determine the minimum size and length of riprap required for
Autor:
Charles E. Rice, Kem C. Kadavy
Publikováno v:
Journal of Hydraulic Engineering. 117:929-933
Model tests on a Soil Conservation Service principal spillway with a U.S. Bureau of Reclamation Type VI impact basin for the outlet structure provided an opportunity to establish a relationship to predict the hydraulic grade line (HGL) elevation at t