5 resultados para General Adversary Structures

em University of Michigan


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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.

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This report presents the findings and recommendations of the Work Group; it evaluates the Division of Developmental Disabilities' CILA rate model in terms of the sufficiency of nursing services included in the model, as well as the competitiveness of the wage levels assumed by the model for nurses working in the CILAs. In accordance with Resolution 514, the report is the product of the Working Group's discussions and requests for information and has been facilitated by the Department of Human Services, Division of Developmental Disabilities. As such, the report does not represent the recommendations of the Department of Human Services, nor can the Department of Human Services make any commitment to implement any of the report recommendations or commit funding without executive and legislative direction and a funding appropriation. However, the recommendations of the Work Group are consistent with the nursing services structures of the CILA rate-model and would enhance nursing services reimbursement in CILA, if adopted.