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    Do states respond differently to changes in monetary policy?

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    Do the proportion of interest-sensitive industries, the number of small firms, and the concentration of small banks determine how monetary policy influences state economies? In this article, Jerry Carlino and Bob DeFina extend to the state level their earlier study that looked at these factors and their effects on a region's economies. Are the responses the same? Read the results of Carlino and DeFina's studyMonetary policy ; Regional economics

    Diffusion in floating particles in flow through emergent vegetation: Further experimental investigations

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    In this paper we present the results of a new laboratory investigation aimed at providing a better understanding of the transport and diffusion processes of floating particles (e.g., buoyant seeds) in open channel flow with emergent vegetation. The experiments are designed primarily to study the influence of vegetation density and flow velocity on the relevant interaction mechanisms between particles and vegetation. The aim is also to ascertain the validity of a stochastic model recently proposed by Defina and Peruzzo [2010]. We find that i) the proper definition of plant spacing is given as 1/np dp, dp being the plant diameter, np the number of plants per unit area; ii) the particle retention time distribution can be satisfactorily approximated by a weighted combination of two exponential distributions; iii) flow velocity has a significant influence on the retention time and on the efficiency of the different trapping mechanisms, and iv) vegetation pattern and density have a minor influence on the probability of capture and on the retention time of particles}. Indeed, the comparison between model predictions and experimental results is satisfactory and suggests that the observed relevant aspects of the particle-vegetation interaction processes are properly described by the model

    Bed friction effects on the stability of a stationary hydraulic jump in a rectangular upward sloping channel

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    The issue of the bed friction effect on the stability of a stationary hydraulic jump in a rectangular upward sloping channel is investigated through a combined theoretical and experimental approach. The theoretical stability criterion proposed by Defina and Susin [Phys. Fluids 15, 3883 (2003) ] is generalized to include rough wall flows. The results of an extensive series of experiments are then presented. The adopted experimental procedure is detailed, and results are compared with theoretical predictions. It is shown that the proposed stability criterion successfully predicts both the stable and unstable behavior of the jump for smooth and rough wall flow, at least in the range of small upward bottom slope

    Numerical experiments on bar growth

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    A two-dimensional finite element model for the morphodynamic evolution of a cohesionless bed is presented and tested against experimental observations of the formation and evolution of free bars. The model is then employed to study the strongly nonlinear interactions governing bar development. The attention is focused on the influence of the initial perturbation introduced in the flow field for bar inception. It is found that the type of the disturbance plays a role of utmost importance as it can strongly affect both the developing process and the equilibrium conditions

    Two dimensional shallow flow equations for partially dry areas

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    A new set of two-dimensional shallow flow equations is developed in order to deal with partially wet and very irregular domains. The bottom irregularities, which in many practical cases strongly affect the dynamics and the continuity, are accounted for statistically. Assuming hydrostatic approximation, the three-dimensional Reynolds equations are suitably averaged over a representative elementary area and then integrated over the depth. The resulting subgrid model for ground irregularities is tested by resolving two sample problems. The first concerns the wetting and drying of tidal flats; the second deals with overland flow on an irregular plane surface. Numerical simulations show that the proposed equations are a useful tool for modelers who have to cope with partially dry domains
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