99 research outputs found

    Democracy, Dictatorship and Economic Performance in Chile

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    TBPolitical Systems, Economic growth

    Politics, Economics, and Politics Again

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    This essay reconsiders the meaning of politics. It argues that economics offers theory and language that can contribute to the understanding and fulfillment of political life by facilitating analysis of the public interest. However, economics does not provide an escape from political disagreement, whether based on inevitable differences of interest or of belief, or on self-serving efforts to advance one cause at the expense of another. As a language of discourse, economics is shown to be compatible with a broader conception of human nature than is sometimes claimed by its practitioners or acknowledged by its critics

    Implementation of the Voting Rights Act in North Carolina

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    Politics, Economics, and Politics Again

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    This essay reconsiders the meaning of politics. It argues that economics offers theory and language that can contribute to the understanding and fulfillment of political life by facilitating analysis of the public interest. However, economics does not provide an escape from political disagreement, whether based on inevitable differences of interest or of belief, or on self-serving efforts to advance one cause at the expense of another. As a language of discourse, economics is shown to be compatible with a broader conception of human nature than is sometimes claimed by its practitioners or acknowledged by its critics

    Rules, Discretion, and Accountability in Macroeconomic Policymaking

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    Arguments for rules rather than discretion in macroeconomic policymaking facilitate the understanding of some fundamental issues of democratic theory. This article reviews four such arguments, and relates them to issues of delegation and accountability in representative government

    Electoral and welfare consequences of political manipulation of the economy

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    This paper examines the long-term electoral and welfare consequences of repeated strategies whereby a political office-holder induces cycles in economic variables to maximize his chances of re-election. Unlike other studies of political business cycles, we focus on questions of the desirability of these cyclical patterns and on the long-run properties of these political economic models. Noting that the welfare costs of vote maximizing in a single term extend beyond that term, we examine in detail the properties of the `long-run equilibrium path' to which such cycles converge. If the economy starts above this path, vote maximizing can lead to increased social welfare and vote margins. However, if the economy starts below this path, vote-maximizing in the present can cause reduced votes and electocal defeat in subsequent terms. This possibility should lead a far-sighted, enlightened politician or political party to eschew vote-maximizing tactics and the political business cycles which accompany them and thus canhelp explain why empirical studies have not found convincing evidence of the existence of such cycles. This paper also quantifies the dependence of this long-run equilibrium path on the important political and economic parameters of the model.Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/25648/1/0000200.pd

    Implementation of the Voting Rights Act in North Carolina

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    Hydro-sedimentological Monitoring and Analysis for Material Sites on the Sagavanirktok River

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    Researchers from the Water and Environmental Research Center at the Institute of Northern Engineering, University of Alaska Fairbanks, are conducting a research project related to sediment transport conditions along the Sagavanirktok River. This report presents tasks conducted from summer 2015 to early winter 2016. Four hydrometeorological stations were installed in early July 2015 on the west bank of the river. The stations are spread out over a reach of approximately 90 miles along the Dalton Highway (from MP 405, the northernmost location, to MP 318, the southernmost location). These stations are equipped with pressure transducers and with air temperature, relative humidity, wind speed, wind direction, barometric pressure, and turbidity sensors. Cameras were installed at each station, and automatic water samplers were deployed during the open-water season. The stations have a telemetry system that allows for transmitting data in near-real time. Discharge measurements were performed three times: twice in July (early and late in the month), and once in mid-September. Measured discharges were in the order of 100 m3/s, indicating that measurements were performed during low flows. Suspended sediment concentrations ranged from 2 mg/l (nearly clear water) to 625 mg/l. The average grain size for suspended sediment from selected samples was 47.8 μm, which corresponds to silt. Vegetation was characterized at 27 plots near the stations. Measurements of basic water quality parameters, performed during winter, indicated no potential issues at the sampled locations. Dry and wet pits were excavated in the vicinity of each station. These trenches will be used to estimate average bedload sediment transport during spring breakup 2016. A change detection analysis of the period 1985–2007 along the area of interest revealed that during the present study period, the river was relatively stable.ABSTRACT ..................................................................................................................................... i LIST OF FIGURES ....................................................................................................................... iv LIST OF TABLES ......................................................................................................................... vi ACKNOWLEDGMENTS ............................................................................................................ vii DISCLAIMER .............................................................................................................................. vii CONVERSION FACTORS, UNITS, WATER QUALITY UNITS, VERTICAL AND HORIZONTAL DATUM, ABBREVIATIONS, AND SYMBOLS ........................................... viii ABBREVIATIONS, ACRONYMS, AND SYMBOLS ................................................................. x 1 INTRODUCTION AND STUDY AREA ............................................................................... 1 2 METHODOLOGY AND EQUIPMENT .............................................................................. 11 2.1 Pit Trenches .................................................................................................................... 12 2.2 Meteorology ................................................................................................................... 13 2.3 Water Level Measurements ............................................................................................ 13 2.4 Runoff............................................................................................................................. 14 2.5 Suspended Sediment ...................................................................................................... 15 2.6 Turbidity ......................................................................................................................... 15 2.7 Substrate and Floodplain Vegetation Survey ................................................................. 16 2.7.1 Site selection ........................................................................................................... 16 2.7.2 Quantifying substrate .............................................................................................. 16 2.7.3 Characterizing vegetation ....................................................................................... 17 3 RESULTS .............................................................................................................................. 19 3.1 Pit Trench Configuration ................................................................................................ 19 3.2 Meteorology ................................................................................................................... 27 3.3 Water Level Observations .............................................................................................. 27 3.4 Runoff............................................................................................................................. 31 3.4.1 Additional runoff observations ............................................................................... 31 3.5 Suspended Sediment ...................................................................................................... 32 3.6 Suspended Sediment Grain-Size Distribution ................................................................ 34 3.7 Turbidity ......................................................................................................................... 35 3.8 Water Quality ................................................................................................................. 37 4 ANALYSIS ........................................................................................................................... 39 4.1 Substrate and Vegetation ................................................................................................ 39 4.1.1 Substrate .................................................................................................................. 39 iii 4.1.2 Vegetation ............................................................................................................... 40 4.2 River Channel Stability .................................................................................................. 42 5 CONCLUSIONS ................................................................................................................... 56 6 REFERENCES ...................................................................................................................... 58 7 APPENDICES ....................................................................................................................... 6

    Management of Hypertriglyceridemia in the Diabetic Patient

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    The hypertriglyceridemia of diabetes can be classified into mild to moderate (triglycerides between 150–499 mg/dL) and severe hypertriglyceridemia (triglycerides ≥500 mg/dL). As in any other individuals with hypertriglyceridemia, secondary causes need to be excluded. The management of severe hypertriglyceridemia (chylomicronemia syndrome) includes aggressive reduction of triglycerides with intravenous insulin, fibrates, omega-3 fatty acids, and/or niacin therapy to avert the risk of pancreatitis. In patients with mild to moderate hypertriglyceridemia, the treatment of choice is statin therapy to achieve the low-density lipoprotein (LDL) and non-high-density lipoprotein (HDL) target goals. The evidence base would favor niacin therapy in combination with statin therapy to achieve the goals pertaining to LDL cholesterol and non-HDL cholesterol. The data about the combination of fibrate therapy with statin therapy are disappointing
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