Granulometry of Two Marine Calcareous Sands

2021 ◽  
Vol 147 (3) ◽  
pp. 04020171
Author(s):  
Linzhu Li ◽  
Ryan D. Beemer ◽  
Magued Iskander
Keyword(s):  
2010 ◽  
Vol 7 (1) ◽  
pp. 1-11
Author(s):  
Rodney A. St. John ◽  
Nick E. Christians
Keyword(s):  

1967 ◽  
Vol 15 (1) ◽  
pp. 95 ◽  
Author(s):  
RF Parsons ◽  
RL Specht

In southern Australia, deep calcareous and deep siliceous sands each carry a distinctive assemblage of eucalypts. Three of these species with contrasting edaphic ranges were investigated: Eucalyptus baxteri, which is widespread on acidic soils and is never found on highly alkaline soils like the calcareous sands; E. incrassata, which is widespread on acidic and neutral soils, occurs occasionally on some highly alkaline soils, but is also absent from calcareous beach sands; and E. diversifolia, which is found on both acidic and highly alkaline soils and is widespread on calcareous beach sands. All three species occur on siliceous sands, with E. baxteri in wetter areas than the other two species. Comparative pot experiments in which typical calcareous and siliceous sands were used showed that: (1) E. baxteri is stunted by severe lime chlorosis when grown on calcareous sand, while the other two species are not affected. (2) E. baxteri markedly outyields the other two species on siliceous sands. It is suggested that E. baxteri is absent from calcareous sands because it is physiologically intolerant of highly alkaline soils, and that E. baxteri replaces the other two species on the wetter siliceous sands because its faster growth rate enables it to outcompete them when rainfall is adequate. However, the slower growth rates of E. diversifolia and E. incrassata will be accompanied by slower rates of water use and this may give them an advantage over E. baxteri on drier siliceous sands. The wide edaphic range of E. diversifolia is considered to be the outcome of the wide physiological tolerance of individual plants rather than of intraspecific differentiation.


Soil Research ◽  
1993 ◽  
Vol 31 (3) ◽  
pp. 235 ◽  
Author(s):  
RG Gerritse

Natural levels of inorganic phosphate in soils of Rottnest Island are quite high: about 300 mg/kg as P (or about 4 t of P per ha per meter depth of soil). In comparison, the production of phosphorus in wastewater from sewage, treated on Rottnest Island, amounts to approximately 2 t per year. The phosphate, occurring in the soil naturally, is mainly in mineral form and not very soluble. Solution concentrations in the soils are less than 0.001 mg/L P-PO4 (at pH values of 8.5-8.9). Conditions in the calcareous soils of Rottnest Island are favourable for precipitation of phosphate as calcium phosphates. Theoretically >>99% of phosphate in wastewater from treated sewage can be stored indefinitely as hydroxy-, fluoro- and chloro-apatites. In practice, however, application of wastewater to these soils will result in a (kinetically defined) finite concentration of phosphate to move through the soil slowly as a sharp front. The effective width of the frontal zone was taken to be equal to the longitudinal hydrodynamic dispersivity. Mobilities, relative to water, of fronts resulting from step increases of phosphate in soils were then calculated with an experimentally obtained, time-dependent, adsorption equation and the average residence time of phosphate in the frontal zone. Calculated mobilities were verified experimentally by leaching phosphate through small columns of soil at different concentrations of phosphate and rates of infiltration. For concentrations in wastewater between 10 and 15 mg/L P-PO4, mobilities of phosphate, relative to water, in soils of Rottnest Island are less than 2% for expected infiltration rates of wastewater between 0.5 and 1 cm/day.


1996 ◽  
Vol 33 (4) ◽  
pp. 584-594 ◽  
Author(s):  
S R Neubecker ◽  
M F Randolph

The kinematic behaviour of drag achors during embedment in sand is examined in this paper. A series of centrifuge model anchor tests has been performed in silica and calcareous sands in which both force and kinematic data were obtained during the course of anchor embedment. In this paper, the kinematic data have been examined to determine general rules for the kinematic behaviour of a drag anchor during embedment. These rules provide an essential step towards a theoretical simulation of a complete anchor embedment history and hence a predictive tool for the ultimate holding capacity of a drag anchor. Key words: drag anchor, kinematics, sand, limit equilibrium, ultimate holding capacity.


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