402 resultados para board EBTG competencies
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Agency performance plan and action plan for the Iowa Public Information Board
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Report on a review of certain expenditures made by the Iowa Department of Public Health, including the Iowa Board of Pharmacy, the Iowa Dental Board, the Iowa Board of Medicine, and the Iowa Board of Nursing, from July 1, 2011 through August 31, 2014
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This report outlines the strategic plan for Strategic Plan of the Board of Regents, goals and mission.
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This report outlines the strategic plan for Iowa Board of Parole Strategic Plan
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Agency Performance Plan, Public Employment Relations Board
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Agency Performance Plan Iowa Ethics and Campaign Disclosure Board
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Agency Performance Plan for Iowa Utilities Board
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This report is the annual report for the Board of Regents.
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This report is the annual report for the Board of Regents.
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This report is the annual report for the Board of Regents.
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Newsletter produced by the Iowa Board of Nursing for nurses to keep them informed to CE classes, renewals, board meetings, etc. Produced 4 times a year. Also known as Nursing Newsletter.
Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2014
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Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2014
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The Iowa Board of Pharmacy News is published by the Iowa Board of Pharmacy and the National Association of Boards of Pharmacy Foundation, Inc, to promote compliance of pharmacy and drug law.
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Audit report on the Iowa Petroleum Underground Storage Tank Board (UST Board) for the year ended June 30, 2014
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Man’s never-ending search for better materials and construction methods and for techniques of analysis and design has overcome most of the early difficulties of bridge building. Scour of the stream bed, however, has remained a major cause of bridge failures ever since man learned to place piers and abutments in the stream in order to cross wide rivers. Considering the overall complexity of field conditions, it is not surprising that no generally accepted principles (not even rules of thumb) for the prediction of scour around bridge piers and abutments have evolved from field experience alone. The flow of individual streams exhibits a manifold variation, and great disparity exists among different rivers. The alignment, cross section, discharge, and slope of a stream must all be correlated with the scour phenomenon, and this in turn must be correlated with the characteristics of the bed material ranging from clays and fine silts to gravels and boulders. Finally, the effect of the shape of the obstruction itself-the pier or abutment-must be assessed. Since several of these factors are likely to vary with time to some degree, and since the scour phenomenon as well is inherently unsteady, sorting out the influence of each of the various factors is virtually impossible from field evidence alone. The experimental approach was chosen as the investigative method for this study, but with due recognition of the importance of field measurements and with the realization that the results must be interpreted so as to be compatible with the present-day theories of fluid mechanics and sediment transportation. This approach was chosen because, on the one hand, the factors affecting the scour phenomenon can be controlled in the laboratory to an extent that is not possible in the field, and, on the other hand, the model technique can be used to circumvent the present inadequate understanding of the phenomenon of the movement of sediment by flowing water. In order to obtain optimum results from the laboratory study, the program was arranged at the outset to include a related set of variables in each of several phases into which the whole problem was divided. The phases thus selected were : 1. Geometry of piers and abutments, 2. Hydraulics of the stream, 3. Characteristics of the sediment, 4. Geometry of channel shape and alignment.