Geochemistry of Great Salt Lake,Utah I: Hydrochemistry since 1850     

R.J. Spencer  H.P. Eugster  B.F. Jones  S.L. Rettig 《Geochimica et cosmochimica acta》1985,49(3):727-737

The hydrochemistry of Great Salt Lake, Utah, has been defined for the historic period, 1850 through 1982, from published data combined with new observations. The water balance depends largely on river inflow, atmospheric precipitation onto the lake surface and evaporation. Input of the major solutes can best be accounted for by mixing dilute calcium-bicarbonate type river waters with NaCl-dominated hydrothermal springs.Prior to 1930, lake concentrations fluctuated inversely with lake volume in response to small climatic variations. Since then, salt precipitation and dissolution have significantly modified lake brine compositions and have led to density stratification and the formation of brine pockets of differing composition. Brine mixing has become an important component of brine evolution. We have used calculated evaporation curves with mineral precipitation and dissolution to clarify these processes.Pore fluids represent important storage for solutes. Solute profiles can be modeled by simple one-dimensional diffusion calculations. Short-term historic variations in lake composition affect shallow pore fluids in the upper 2 metres of sediment.  相似文献   

Finite-element method in modeling geologic transport processes     

Ralph Ta-shun Cheng  Dennis S. Hodge 《Mathematical Geology》1976,8(1):43-56

Deterministic mathematical modeling of complex geologic transport processes may require the use of odd boundary shapes, time dependency, and two or three dimensions. Under these circumstances the governing transport equations must be solved by numerical methods. For a number of transport phenomena a general form of the convective-dispersion equation can be employed. The solution of this equation for complicated problems can be solved readily by the finite-element method. Using quadrilateral isoparametric elements or triangular elements and a computational algorithm based on Galerkin's procedure, solutions to unsteady heat flux from a dike and seawater intrusion in an aquifer have been obtained. These examples illustrate that the finite-element numerical procedure is well suited for solving boundary-value problems resulting from modeling of complex physical phenomena.  相似文献   

The distribution of particulate iodine in the Atlantic Ocean     

George T.F. Wong  Peter G. Brewer  Derek W. Spencer 《Earth and Planetary Science Letters》1976,32(2):441-450

The iodine content of marine suspended matter obtained from thirteen stations in the Atlantic between 75°N and 55°S has been measured. The concentration of particulate iodine is high in the surface, up to 127 ng/kg of seawater being observed. Below the euphotic zone, it drops sharply to 1–2 ng/kg. The iodine-containing particles are probably biogenic. A simple box-model calculation shows that only 3% of the particulate iodine produced in the surface water may reach the deep sea and that the residence time of these particles in the surface water is about 0.1 year.  相似文献   

Some models for the rate of crystallization of garnet in metamorphic rocks   总被引：1，自引：0，他引：1  

Ralph Kretz 《Lithos》1974,7(3):123-131

Information on the form of the equation for the rate of crystallization of garnet in metamorphic rocks may be obtained by combining an expression for the rate of crystal growth, obtained from data on compositional zoning, with an expression for the rate of nucleation, obtained from the crystal-size distribution.Three models for the rate of crystal growth and four for the rate of nucleation are formulated, and these, in different combinations, give rise to ten models for the rate of crystallization. Considerable variation in the form of the growth and nucleation equations produces a relatively small variation in the form of the equation for the rate of crystallization. In the favoured crystallization models, the volume of garnet produced in unit volume of rock is a function of time raised to the power m, where m lies between 3.5 and 5.  相似文献   

Influence of heterogeneity on the reliability and failure of a long 3D slope     

M.A. Hicks  W.A. Spencer 《Computers and Geotechnics》2010,37(7-8):948-955

The influence of heterogeneity of undrained shear strength on the performance of a long slope cut in clay is investigated. Random field theory is used to model the heterogeneity and finite elements are used to compute the slope response. These have been used within a Monte Carlo simulation to compute reliability as a function of global factor of safety. It is shown that three failure modes are possible, depending on the ratio of the horizontal scale of fluctuation to the slope size, as characterised by its height and length. For very small values of this ratio, the slope fails along its entire length and the result is similar to a conventional 2D analysis based on the mean strength. For intermediate values, discrete failures are likely and reliability is a function of slope length. For large values of the ratio, the variability takes on a layered appearance and the result is equivalent to a 2D stochastic analysis. The validity of the boundary conditions is examined by analysing slopes of different length. It is shown that simple probability theory may be linked with stochastic analysis and finite elements to give efficient solutions for some large 3D problems.  相似文献   

Model‐based multi‐metric control of uniaxial shake tables          下载免费PDF全文

Brian M. Phillips  Nicholas E. Wierschem  B. F. Spencer Jr. 《地震工程与结构动力学》2014,43(5):681-699

Shake tables provide a direct means by which to evaluate structural performance under earthquake excitation. Because the entire structure is mounted on the base plate and subjected to the ground motion in real time, dynamic effects and rate‐dependent behavior can be accurately represented. Shake table control is not straightforward as the desired signal is an acceleration record, while most actuators operate in displacement feedback for stability. At the same time, the payload is typically large relative to the capacity of the actuator, leading to pronounced control‐structure interaction. Through this interaction, the dynamics of the specimen influence the dynamics of the shake table, which can be problematic when specimens change behavior because of damage or other nonlinearities. Moreover, shake tables are themselves inherently nonlinear, making it difficult to accurately recreate a desired acceleration record over a broad range of amplitudes and frequencies. A model‐based multi‐metric shake table control strategy is proposed to improve tracking of the desired acceleration of a uniaxial shake table, remaining robust to nonlinearities including changes in specimen condition. The proposed strategy is verified for the shake table testing of both linear and nonlinear structures. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

(42355) Typhon-Echidna: Scheduling observations for binary orbit determination     

W.M. Grundy  K.S. Noll  K. Muinonen  D.C. Stephens  J.A. Stansberry  J.R. Spencer 《Icarus》2008,197(1):260-268

We describe a strategy for scheduling astrometric observations to minimize the number required to determine the mutual orbits of binary transneptunian systems. The method is illustrated by application to Hubble Space Telescope observations of (42355) Typhon-Echidna, revealing that Typhon and Echidna orbit one another with a period of 18.971±0.006 days and a semimajor axis of 1628±29 km, implying a system mass of (9.49±0.52)×¹⁰¹⁷ kg. The eccentricity of the orbit is 0.526±0.015. Combined with a radiometric size determined from Spitzer Space Telescope data and the assumption that Typhon and Echidna both have the same albedo, we estimate that their radii are and , respectively. These numbers give an average bulk density of only , consistent with very low bulk densities recently reported for two other small transneptunian binaries.  相似文献   

Salt marsh surface survives true‐to‐scale simulated storm surges          下载免费PDF全文

T. Spencer  I. Möller  F. Rupprecht  T. J. Bouma  B. K. van Wesenbeeck  M. Kudella  M. Paul  K. Jensen  G. Wolters  M. Miranda‐Lange  S. Schimmels 《地球表面变化过程与地形》2016,41(4):543-552

A full‐scale controlled experiment was conducted on an excavated and re‐assembled coastal wetland surface, typical of floristically diverse northwest European saltmarsh. The experiment was undertaken with true‐to‐scale water depths and waves in a large wave flume, in order to assess the impact of storm surge conditions on marsh surface soils, initially with three different plant species and then when this marsh canopy had been mowed. The data presented suggests a high bio‐geomorphological resilience of salt marshes to vertical sediment removal, with less than 0.6 cm average vertical lowering in response to a sequence of simulated storm surge conditions. Both organic matter content and plant species exerted an important influence on both the variability and degree of soil surface stability, with surfaces covered by a flattened canopy of the salt marsh grass Puccinellia experiencing a lower and less variable elevation loss than those characterized by Elymus or Atriplex that exhibited considerable physical damage through stem folding and breakage. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

Reconstructing and understanding the impacts of storms and surges,southern North Sea          下载免费PDF全文

Sue M. Brooks  Tom Spencer  Anna McIvor  Iris Möller 《地球表面变化过程与地形》2016,41(6):855-864

Coastal barriers are ubiquitous globally and provide a vital protective role to valuable landforms, habitats and communities located to landward. They are, however, vulnerable to extreme water levels and storm wave impacts. A detailed record of sub‐annual to annual; decadal; and centennial rates of shoreline retreat in frontages characterized by both high (> 3 m) and low (< 1 m) dunes is established for a barrier island on the UK east coast. For four storms (2006–2013) we match still water levels and peak significant wave heights against shoreline change at high levels of spatial densification. The results suggest that, at least in the short‐term, shoreline retreat, of typically 5–8 m, is primarily driven by individual events, separated by varying periods of barrier stasis. Over decadal timescales, significant inter‐decadal changes can be seen in both barrier onshore retreat rates and in barrier extension rates alongshore. Whilst the alongshore variability in barrier migration seen in the short‐term remains at the decadal scale, shoreline change at the centennial stage shows little alongshore variability between a region of barrier retreat (at 1.15 m a^?1) and one of barrier extension. A data‐mining approach, synchronizing all the variables that drive shoreline change (still water level, timing of high spring tides and peak significant wave heights), is an essential requirement for validating models that predict future shoreline responses under changing sea level and storminess. © 2016 The Authors. Earth Surface Processes and Landforms published by John Wiley & Sons Ltd.  相似文献   

Numerical and experimental study of the performance of a single‐sided vibro‐impact track nonlinear energy sink          下载免费PDF全文

Jingjing Wang  Nicholas Wierschem  Billie F. Spencer Jr.  Xilin Lu 《地震工程与结构动力学》2016,45(4):635-652

This paper proposes a single‐sided vibro‐impact track nonlinear energy sink (SSVI track NES) as an effective way to mitigate the effects of impulsive and seismic excitation on building structures. The SSVI track NES is a passive energy dissipation device, which consists of a mass moving along a track, the shape of which provides a nonlinear restoring force to the mass. Previous studies have analyzed the track NES, which considers the track shape to be smooth and symmetric. By introducing a discontinuity into the shape of the track (e.g., through impact), energy in the primary structure can be scattered to higher frequency responses where it can be dissipated at a faster rate. First, the SSVI track NES is analytically investigated and numerically optimized base on a two degree‐of‐freedom primary structure. The results of numerical simulations show that the SSVI track NES can be more efficient than both the track NES and tuned mass damper in reducing the response of the primary structure. Based on the analytical studies, the SSVI track NES is experimentally realized and investigated when subjected to both impulse‐like and seismic excitations, confirming the numerical predictions and validating the analytical model of the device. Finally, the robustness of the SSVI track NES is investigated numerically. The results of this investigation indicate that the SSVI track NES remains effective over a broad range of input excitation energy levels, as well as during significant changes in the stiffness of the primary structure. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献