Comparison of ultra-flocculation reactors applied to fine quartz slurries

2020 ◽  
Vol 148 ◽  
pp. 106074 ◽  
Author(s):  
Fernando Betancourt ◽  
Diana Celi ◽  
Pablo Cornejo ◽  
Marco del Río ◽  
Luciana Macera ◽  
...  
Keyword(s):  
2010 ◽  
Vol 26 (1) ◽  
pp. 31-37 ◽  
Author(s):  
Frank Forcella ◽  
Trevor James ◽  
Anis Rahman

AbstractCorn gluten meal (CGM) is an approved organic fertilizer and pre-emergence herbicide that can be manufactured in the form of grit. This grit was tested for its ability to abrade seedlings of the summer annual weedy grass, Setaria pumila, when plants were in the 1- to 5-leaf stages of growth. CGM was propelled at air pressures of 250–750 kPa at distances of 30–60 cm from the plants. Established seedlings of S. pumila were controlled more effectively when grit was applied at 500 and 750 kPa than at 250 kPa, as well as when the applicator's nozzle was 30 cm from the plants compared to 60 cm distance. Seedling growth and dry weights were greatly reduced by exposures to grit at 60 cm and 500 kPa for 2 s or less, and seedlings were nearly completely destroyed at 30 cm distance and 750 kPa. CGM, a soft grit, was as effective for abrading seedlings as fine quartz sand, a hard grit. CGM had little pre-emergence herbicidal effect on S. pumila. Although regrowth can occur in S. pumila after abrasion by grit, the initial grit-induced stunting is sufficient to allow competing crop plants, like maize, to escape competition and suppress the weed. Consequently, CGM may be an effective form of soft grit for post-emergence abrasion of seedlings of summer annual grass weeds in organic row crops, while simultaneously supplying the crop with fertilizer.


1990 ◽  
Vol 106 (9) ◽  
pp. 521-525 ◽  
Author(s):  
Zhongmin CHEN ◽  
Satoshi NISHIMURA ◽  
Hiroshi SASAKI ◽  
Shinnosuke USUI

2019 ◽  
Vol 136 ◽  
pp. 81-88 ◽  
Author(s):  
Yupeng Qian ◽  
Xukun Qin ◽  
Yongjun Peng

Clay Minerals ◽  
1992 ◽  
Vol 27 (1) ◽  
pp. 47-55 ◽  
Author(s):  
M. Hardy

AbstractAn XRD method for measurement of quartz content using ZnO as the internal standard was tested on different particle sizes between 0 and 20 µm. Calibration curves showed a good correlation coefficient for particle-size fractions up to 20 µm; the slope increased for the fractions from 0·7 to 5 µm and was relatively constant for coarser particle sizes. Fine quartz fractions were etched with hydrofluoric acid to remove the surface layer damaged during dry grinding. The use of such etched quartz increased the slopes of the calibration curves for small particle-size fractions and approximated the natural fine quartz fraction much better than the original dry-ground material. The mean of six measurements gave good accuracy provided that the slope of the calibration curve was adjusted for the particular particle-size fraction. This method was used on 0–2 µm, 0–0·2µm and 0·2–2 µm fractions of French silty soils and the results are in agreement with the data from chemical analysis and with the mineralogical interpretation.


Author(s):  
Igor Romanenko ◽  
Alexey Fadin ◽  
Irina Petrovnina ◽  
Maria Romanenko

2017 ◽  
Vol 143 ◽  
pp. 437-444 ◽  
Author(s):  
Xiangning Bu ◽  
Geoffrey Evans ◽  
Guangyuan Xie ◽  
Yaoli Peng ◽  
Zungan Zhang ◽  
...  
Keyword(s):  

2016 ◽  
Vol 31 (3) ◽  
pp. 216-222 ◽  
Author(s):  
Takashi Ida

A method to obtain both one-dimensional powder diffraction intensities I(2θ) and statistical uncertainties σ(2θ) from the data collected with a flat two-dimensional X-ray detector is proposed. The method has been applied to analysis of the diffraction data of fine quartz powder recorded with synchrotron X-ray. The profile and magnitude of the estimated uncertainties σ(2θ) have shown that the effects of propagation of the errors in 2θ are dominant as the uncertainties about the observed intensity values I(2θ). The powder diffraction intensity data I(2θ), including nine reflection peaks have been analyzed by the Rietveld method incorporating the experimentally estimated uncertainties σ(2θ). The observed I(2θ) data have been reproduced with a symmetric peak profile function (Rwp = 0.84 %), and no significant peak shifts from calculated locations have been detected as compared with the experimental errors. The optimized values of the lattice constants of the quartz sample have nominally been estimated at a = 4.9131(4) Å and c = 5.4043(2) Å, where the uncertainties in parentheses are evaluated by the Rietveld optimization based on the estimated uncertainties σ(2θ) for intensities I(2θ). It is likely that reliability of error estimation about unit-cell dimensions has been improved by this analytical method.


Author(s):  
Krystyna WOŁKOWICZ

As evidenced by specific structural and textural features, the quartz rock from Wądroże Wielkie is represented by four basic petrographic types: (1) inequicrystalline quartz rock, (2) finely crystalline porous rock with large quartz crystals, (2) vein quartz in macrocrystalline intergrowths, and (4) vein quartz in heterogranular intergrowths. A common feature of all types of quartz rock is a multistage development. It is visible on the growing succeeding quartz generations on the older crystals and their fragments and in the fills of different kinds of fissures by the younger quartz. The metasomatic origin of the quartz rock is manifested in different ways. Small calcite inclusions in the quartz are common, accompanied by fine quartz, sericite and relics of earlier quartz mineralization. The origin of the quartz rock is related to the circulation of hydrothermal solutions and their metasomatic effect on the pre-existing rocks.


Author(s):  
M. Iqbal Khan ◽  
Shehab Mourad ◽  
Galal Fares ◽  
Wasim Abbass

One of the key factors affecting the successful production of strain-hardening cement-based composites (SHCC) is the nature of fine quartz aggregates. The elevated cost of SHCC preparation is considered as a limiting parameter. The incorporation of natural fine aggregates of different particle sizes can be one of the most cost-effective methods to produce SHCC locally. Two different types of local natural sands abundantly available in the Arabian Peninsula were used in the preparation of SHCC. The effect of these sands on the tensile response of SHCC under the effect of different strain rates was investigated. Three strain rates of 7.7x10-5, 1.5x10-4 and 1.5x10-3 s-1 were applied during the assessment of the direct tensile properties of SHCC samples made of natural sands. The results have shown that the use of natural sands provides an effective strain capacity. Microstructural analysis of SHCC mixtures has revealed the existence of two reaction mechanisms during PVA pullout of SHCC mixture with natural sands under direct tensile tension. Therefore, the incorporation of natural sands was proven to carry potential properties to SHCC mixtures that reduce their cost and encourage their production in a broad scale.


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