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551.
Editorial     
Jim  Best  Chris  Fielding  Ian  Jarvis  Peter  Mozley 《Sedimentology》2002,49(4):643-643
  相似文献   
552.
Book reviews     
GRIFFITH TAYLOR: Antarctic scientist and pioneer geographer (Carleton Library Series No. 145) by M. Sanderson. 15 x 23 cm, xi and 218 pages. Carleton University Press: Ottawa 1988 (ISBN 0 88629 068 6) $C24.95 (hard); (ISBN 0 88629 068 X) $C14.95 (soft) plus postage.

LAND, WATER AND PEOPLE: Geographical essays in Australian resource management edited by R. L. Heathcote and J. A. Mabbutt. 14 x 21 cm, xiii and 266 pages. Allen & Unwin: Sydney 1988 (ISBN 0 04 303008 4) $A24.95 (soft).

ENVIRONMENTAL GEOGRAPHY: Book One by J. Paine, H. McLean and G. Mayhew. 19 x 25 cm, 389 pages. Macmillan: Melbourne 1988 (ISBN 0 333 43073 5) $A28.95 (soft).

Climate Impact Assessment Program (1975) Impacts of climate change on the biosphere, Monograph No. 5, US Department of Transportation, Washington DC.

SMALL‐SCALE AGRICULTURE edited by J. Hirst, J. Overton, B. Allen and Y. Byron. 18 x 25 cm, xii and 210 pages. Commonwealth Geographical Bureau and Department of Human Geography, Australian National University: Canberra 1988 (ISBN 0 7316 3609 0) $A 10.00 (soft).

THE BRITTLE RIM: Finance, Business and the Pacific Region by M. T. Daly and M. I. Logan. 15 × 23 cm, 263 pages, Penguin Books: Ring‐wood 1989 (ISBN 0 14 012095 5) $A24.99 (soft)

THE END OF ORGANISED CAPITALISM by S. Lash and J. Urry. 15 x 23cm, 383 pages. Polity Press: Cambridge 1987 (ISBN 07456 00697) $A34.95 (soft).

THE POLITICS OF DEVELOPMENT: An Introduction to Global Issues by J. L. Seitz. 15 x 23 cm, xiii and 194 pages. Basil Blackwell: New York 1988 (ISBN 0 631 15801 4) $A27.95 (soft).

DEVELOPING WITH FOREIGN INVESTMENT edited by V. Cable and B. Persaud. 16 x 24 cm, viii and 327 pages. Croom Helm: London 1987 (ISBN 0 7099 4825 5) $A87.95 (hard).

PLANNING SYDNEY'S FUTURE by P. Spearritt and C. DeMarco, 21 x 27 cm, and 150 pages. Allen & Unwin: Sydney 1988 (ISBN 0 04 324014 3) $A17.95 (soft).

THE RICHEST LODE: Broken Hill 1888–1988 by R. J. Solomon. 22 x 28 cm, 424 pages. Hale & Iremonger: Sydney 1988 (ISBN 0 86806 333 9).

CONTEMPORARY ISSUES IN DEVELOPMENT (North Australia: Progress and Prospects, Volume 1) edited by D. Wade‐Marshall and P. Loveday. xiii and 310 pages. North Australia Research Unit, Australian National University: Darwin 1988 (ISBN 07315 0335 X).

NEW CALEDONIA OR KANAKY? The Political History of a French Colony (Pacific Research Monograph No. 16) by J. Connell. National Centre for Development Studies, Australian National University: Canberra 1987 (ISBN 0 7315 05123).

DISEASE ECOLOGY by Andrew Learmonth. 15 x 23 cm, 456 pages. Basil Blackwell: Oxford 1988 (ISBN 0 631 15799 9) $A46.00 (soft).

QUALITATIVE METHODS IN HUMAN GEOGRAPHY edited by J. Eyles and D. M. Smith. 15 x 23 cm, xiii and 272 pages. Polity Press: Cambridge 1988 (ISBN 0 7456 0371 8) $A34.95 (soft).

GEOGRAPHICAL SYSTEMS AND SYSTEMS OF GEOGRAPHY: Essays in Honour of William Warntz edited by W. J. Coffey. 14 x 21 cm, 211 pages. Department of Geography, University of Western Ontario: London, Ontario 1988 (ISBN 0 7714 09747) $C30.00 (soft).  相似文献   

553.
Methods for measuring throughfall, stemflow and, hence, interception in the tropical rainforests of the Wet Tropics region of North Queensland, Australia, were tested at three sites for between 581 and 787 days. The throughfall system design was based on long troughs mounted beneath the canopy and worked successfully under a range of rainfall conditions. Comparison of replicated systems demonstrated that the methodology is capable of capturing the variability in throughfall exhibited beneath our tropical rainforest canopies. Similarly, the stemflow system design which used spiral collars attached to sample trees worked well under a range of rainfall conditions and also produced similar estimates of stemflow in replicated systems. Higher altitude rainforests (>1000 m) in North Queensland can receive significant extra inputs of water as the canopy intercepts passing cloud droplets. This additional source of water is referred to as ‘cloud interception’ and an instrument for detecting this is described. The results obtained from this gauge are compared with cloud interception estimates made using a canopy water balance method. This method is based on stemflow and throughfall measurements and provides an alternative means to fog or cloud interception gauge calibration techniques used in the literature. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   
554.
555.
556.
In this study, change in rainfall, temperature and river discharge are analysed over the last three decades in Central Vietnam. Trends and rainfall indices are evaluated using non‐parametric tests at different temporal levels. To overcome the sparse locally available network, the high resolution APHRODITE gridded dataset is used in addition to the existing rain gauges. Finally, existing linkages between discharge changes and trends in rainfall and temperature are explored. Results are indicative of an intensification of rainfall (+15%/decade), with more extreme and longer events. A significant increase in winter rainfall and a decrease in consecutive dry days provides strong evidence for a lengthening wet season in Central Vietnam. In addition, trends based on APHRODITE suggest a strong orographic signal in winter and annual trends. These results underline the local variability in the impacts of climatic change at the global scale. Consequently, it is important that change detection investigations are conducted at the local scale. A very weak signal is detected in the trend of minimum temperature (+0.2°C/decade). River discharge trends show an increase in mean discharge (31 to 35%/decade) over the last decades. Between 54 and 74% of this increase is explained by the increase in precipitation. The maximum discharge also responds significantly to precipitation changes leading to a lengthened wet season and an increase in extreme rainfall events. Such trends can be linked with a likely increase in floods in Central Vietnam, which is important for future adaptation planning and management and flood preparedness in the region. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   
557.
558.
Using Particle Flow Code, a discrete element model is presented in this paper that allows direct modeling of stick-slip behavior in pre-existing weak planes such as joints, beddings, and faults. The model is used to simulate a biaxial sliding experiment from literature on a saw-cut specimen of Sierra granite with a single fault. The fault is represented by the smooth-joint contact model. Also, an algorithm is developed to record the stick-slip induced microseismic events along the fault. Once the results compared well with laboratory data, a parametric study was conducted to investigate the evolution of the model’s behavior due to varying factors such as resolution of the model, particle elasticity, fault coefficient of friction, fault stiffness, and normal stress. The results show a decrease in shear strength of the fault in the models with smaller particles, smaller coefficient of friction of the fault, harder fault surroundings, softer faults, and smaller normal stress on the fault. Also, a higher rate of displacement was observed for conditions resulting in smaller shear strength. An increase in b-values was observed by increasing the resolution or decreasing the normal stress on the fault, while b-values were not sensitive to changes in elasticity of the fault or its surrounding region. A larger number of recorded events were observed for the models with finer particles, smaller coefficient of friction of the fault, harder fault surroundings, harder fault, and smaller normal stress on the fault. The results suggest that it is possible for the two ends of a fault to be still while there are patches along the fault undergoing stick-slips. Such local stick-slips seem to provide a softer surrounding for their neighbor patches facilitating their subsequent stick-slips.  相似文献   
559.
Zhang J  Clare J  Guo J 《Ground water》2012,50(4):633-638
In the evaluation of potential risk from ingestion of groundwater near an impacted site, numerical simulation of fate and transport processes of chemicals of concern is often required. If there is potential concern about multiple chemicals, numerical simulation of each chemical separately is often needed. In this paper, a semi-analytical solution is presented based on a numerical solution of the transport of a conservative and nonreactive tracer. When multiple chemicals undergoing sorption and first-order degradation need to be modeled, we can avoid performing individual numerical simulations for each chemical by applying the semi-analytical solution. Numerical test runs were conducted to verify the semi-analytical solution; simulation results reveal that the concentrations derived from the semi-analytical solution are identical to those derived from the individual numerical fate and transport model simulations. The semi-analytical solution requires steady-state flow conditions, no continuing contaminant source, and similar initial source concentration distributions.  相似文献   
560.
Field data from the Rio Paraná, Argentina, are used to examine patterns of suspended sediment transport over a sand dune. Measurements of three‐dimensional velocity are made with an acoustic Doppler current profiler whilst suspended sediment concentration and particle size have been quantified using a laser in situ sediment scattering transmissometer. Suspended sediment concentration and streamwise and vertical sediment flux are highest close to the bed, with an upward vertical flux over the stoss side of the dune and downward flux over the lee side. Suspended sediment concentrations are higher over the crest compared with the trough and suspended sediment is coarsest near the bed. About 17% of the suspended‐load transported over the crest is deposited in the lee side before it reaches the trough. Most of this deposited sand is coarser sediment that originates close to the bed over the crest, a result consistent with simulations based on the model of Mohrig and Smith (Water Resources Research 1996; 32: 3207–3217) for the excursion lengths of sediment dispersed in the lee side of a dune. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   
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