scholarly journals Effect of Bovine Manure on Fecal Coliform Attachment to Soil and Soil Particles of Different Sizes

2007 ◽  
Vol 73 (10) ◽  
pp. 3363-3370 ◽  
Author(s):  
Andrey K. Guber ◽  
Yakov A. Pachepsky ◽  
Daniel R. Shelton ◽  
Olivia Yu

ABSTRACT Manure-borne bacteria can be transported in runoff as free cells, cells attached to soil particles, and cells attached to manure particles. The objectives of this work were to compare the attachment of fecal coliforms (FC) to different soils and soil fractions and to assess the effect of bovine manure on FC attachment to soil and soil fractions. Three sand fractions of different sizes, the silt fraction, and the clay fraction of loam and sandy clay loam soils were separated and used along with soil samples in batch attachment experiments with water-FC suspensions and water-manure-FC suspensions. In the absence of manure colloids, bacterial attachment to soil, silt, and clay particles was much higher than the attachment to sand particles having no organic coating. The attachment to the coated sand particles was similar to the attachment to silt and clay. Manure colloids in suspensions decreased bacterial attachment to soils, clay and silt fractions, and coated sand fractions, but did not decrease the attachment to sand fractions without the coating. The low attachment of bacteria to silt and clay particles in the presence of manure colloids may cause predominantly free-cell transport of manure-borne FC in runoff.

2016 ◽  
Vol 17 (3-4) ◽  
pp. 90-97
Author(s):  
V. A. Gorban

The article is devoted to the establishment of the peculiarities of the method for studying the dielectric permittivity of soils, which is its important electrophysical characteristic. The dielectric permittivity of the soil, which is a complex multiphase medium, depends on the dielectric properties of the mineral composition of its solid phase, the chemical composition, structure and composition of soil particles, their shape and size, and also the dielectric features of inter-porous air and moisture. Now it is possible to greatly simplify the technique of measuring the dielectric permittivity of soils due to the wide dissemination of compact digital instruments that provide high accuracy in measuring the capacitive characteristics of various media. For the approbation of the method, samples of soils of ravine forests of the northern variant of the steppe zone of Ukraine were used, as well as individual soil fractions of 2–3, 1–2 and 0.5–1 mm. All samples were studied in an air-dry state to level out the effect of moisture on the dielectric permittivity of soils, as described in many scientific papers. For measurements, a cylindrical condenser made of organic glass was manufactured, which does not conduct an electric current. The diameter of the capacitor plates was 20 mm, the distance between them was 0.7 mm. After placing the sample in the condenser, it was sealed by pressure from above the weight of about 0.3 kg to create a better contact with the covers of the capacitor. The measurements were carried out using a digital capacitance meter CM-9601A in the range of 0.1–200 picofarads at a test frequency of 800 Hz. At the end of the measurement, the soil sample was weighed to calculate its density. All measurements were performed three times. As a result of using this technique, it was found that the permittivity of a general soil sample is generally higher than that of individual soil fractions. This is explained by the more compact placement of soil particles in the soil sample and its greater density, while in studies of individual fractions, due to their shape, there remain pores between the aggregates that are not filled with soil material, which cause a decrease in sample density. As a result, the maximum density is typical for the soil fraction 0.5–1 mm, and the minimum for the fraction 2–3 mm. This is due to the fact that the maximum permittivity, as a rule, is characteristic for the fraction 0.5–1 mm, and the minimum for the fraction 2–3 mm. This assertion was proved by the measurements carried out. It was also found that the value of dielectric permittivity is significantly affected by soil enrichment of the clay fraction, the increased content of which causes an increase in the dielectric permittivity. Thus, as a result of the research, a method for measuring the dielectric permittivity of soils was tested using a modern digital capacitive meter. An increase in the dielectric permittivity of soils with an increase in their density and an increase in the content of the clay fraction was established. Soils, in general, have an increased permittivity in comparison with soil fractions of 2–3, 1–2 and 0.5–1 mm. There was a need to develop and approbate a technique for measuring the dielectric permittivity of soils in the field using undisturbed addition samples. In the future, in complex studies of soils, it is also desirable to perform a measurement of their dielectric permeability.


Author(s):  
Anthony S. R. Juo ◽  
Kathrin Franzluebbers

Soil physics deals with physical properties of soils such as soil texture, porosity, soil water, soil aeration, soil temperature, soil structure, and the influence of these properties on plant growth. Soil texture refers to the particle-size distribution of soils. The primary soil particles are arbitrarily divided into different size classes. The International Society of Soil Science defines soil particles larger than 0.02 mm and smaller than 2 mm as sand, those larger than 0.002 mm but smaller than 0.02 mm as silt, and those smaller than 0.002 mm as clay. Soil particles larger than 2 mm, such as gravel and stones, are called coarse fragments and are not part of the soil itself, to which the term soil texture applies, but can have considerable influence on soil properties and plant growth. Sand particles (0.02-2 mm) can be further divided into fine sand (0.02-0.2 mm) and coarse sand (0.2-2 mm). Sand particles can be rounded or angular, and are noncohesive. They usually consist of a single mineral, usually quartz (SiO2) or other primary silicate, and may appear brown, yellow, or red as a result of Fe-oxide coatings. Due to its mineral composition, sand has a smaller plant-nutrient content than finer soil particles. Sand particles have large voids between them which promote drainage of water and entry of air into the soil. Due to their low specific surface area, sand particles can hold little water, therefore rain needs to be received at short intervals to enable plant growth on sandy soils. Silt particles (0.002-0.02 mm) do not feel gritty when rubbed between fingers and are not visible to the unaided eye as sand particles are. Quartz is generally the dominant mineral. However, when silt is composed of weatherable minerals, the release of plant nutrients can be significant. The pores between silt particles are smaller and more numerous than those in sand, and silt therefore retains more water than sand, which helps to sustain plant growth. Silt itself does not exhibit much stickiness or plasticity and is therefore easily washed away by water. If silt fractions have some cohesion and adsorptive capacity, it is due to a film of adhering clay particles.


2012 ◽  
Vol 26 (1) ◽  
pp. 99-102 ◽  
Author(s):  
A. Sochan ◽  
A. Bieganowski ◽  
M. Ryżak ◽  
R. Dobrowolski ◽  
P. Bartmiński

Comparison of soil texture determined by two dispersion units of Mastersizer 2000The comparison of particle size distributions measured by sedimentation methods and laser diffraction shows the underestimation of the fine (clay) fraction. This is attributed mainly to the shape of clay particles being different than spherical. The objective of this study was to demonstrate differences in the results of particle size distributions of soils determined with the method of laser diffraction using two different dispersion units of the Malvern Mastersizer 2000.


Soil Research ◽  
1989 ◽  
Vol 27 (4) ◽  
pp. 797 ◽  
Author(s):  
M Ma'shum ◽  
JM Oades ◽  
ME Tate

Water-repellency in sandy soils is determined by the amount of hydrophobic organic matter coating the sand particles and the specific surface area of the sands. The hydrophobic state can be simulated by coating hydrophilic sand with cetyl alcohol. Admixture of finely particulate materials with either naturally occurring water-repellent sands or the model cetyl alcohol-coated sand markedly reduced the water-repellency. Dispersible sodic clays were more effective than calcium saturated clays in reducing water-repellency, suggesting that the addition of dispersible, fine-grained illites and kaolinites couid play an important role in the rapid control of water-repellent soils in field situations.


2019 ◽  
Vol 17 (2) ◽  
pp. 827-837
Author(s):  
Mahtab Bagheban ◽  
Ali Mohammadi ◽  
Majid Baghdadi ◽  
Mehran Janmohammadi ◽  
Maryam Salimi

1928 ◽  
Vol 18 (1) ◽  
pp. 123-130
Author(s):  
F. J. Martin

1. Examinations have been made of the losses involved by igniting fractions of tropical soils.2. It has been found that these losses are partly due to organic matter and partly to combined water; the greater part of the loss is due to water.3. In the clay fraction there is a correlation between the amount of combined water and the silica/alumina ratio; the greater the ratio the less the combined water. This is affected by the proportion of iron present.4. Lateritic soils lose more water on ignition than other soils but the lateritic material in soils is not necessarily evenly distributed throughout the fractions; those fractions containing the highest proportions of lateritic material lose the most water.


Author(s):  
Sape A. Miedema

The ‘standard’ Shields curve is intended for determining an erosion criterion for non-cohesive particles. Non-cohesive in this respect means that the particles are subject to drag and lift forces and subject to turbulent instantaneous velocities. The particles are not subject to inter-particle attraction or repulsion forces such as van der Waals forces and electro-chemical forces. The bed also is not subject to shear strength or yield stress. A cohesive sediment however is subject to these phenomena, resulting in higher critical shear stresses and higher Shields values. The cohesive effect can result from the presence of a silt (quartz) fraction or the presence of a clay fraction in the sediment. Here only the presence of a silt fraction will be considered. The silt particles in general are small enough to be subject to van der Waals forces. These attraction forces are strong enough to act like glue between the larger sand particles. In order to determine these attraction forces a Virtual Attraction Particle Diameter (VAPD) is introduced. The VAPD is the diameter of a virtual silt particle that can explain for the attraction forces in combination with the d50 of the sand. The VAPD will be in the range of the d1-d5. The van der Waals forces (if strong enough) increase the critical shear stress and thus the Shields parameter with a factor, which is inversely proportional with the d50 and inversely proportional with the VAPD (the diameter of the smallest fraction of the silt particles) to the third power. The relation often found in literature for this factor, inversely proportional with the d50 to the second power, can be explained by the fact that there is often a relation between the d50 and the VAPD. The smaller the d50, the smaller the VAPD. This however can lead to inverse proportionalities with different powers between the first power and the third power, depending on the coincidental choice of the diameter of the silt fraction. The model developed also shows that there does not exist a single Shields curve for sands with a cohesive silt fraction, but for a given set of the sediment density, the maximum sediment density (minimum porosity) and the VAPD, a Shields curve can be constructed. Using a density of 1.95 ton/m3, a minimum porosity of 0.32 (a rather uniform PSD) and a VAPD of 3 μm, the Brownlie equation can be approximated very closely. If the silt does not contain particles with a diameter smaller than 10 μm, there is hardly any cohesive effect. If the silt however contains a fraction of particles with a diameter around 1 μm, the cohesive effect is huge and already influences sand particles with a diameter of 1 mm. The model developed has been verified and validated with experiments from literature and gives a very good match, both quantitatively and qualitatively. The model developed also gives a good explanation of the famous Hjulström and Sundborg diagrams and gives these diagrams a more fundamental basis.


Soil Research ◽  
2010 ◽  
Vol 48 (8) ◽  
pp. 713 ◽  
Author(s):  
B. Pan ◽  
S. Tao ◽  
R. W. Dawson ◽  
B. S. Xing

The formation of organo-mineral complexes is an important process controlling carbon cycling and the properties of soil particles. However, differences between the complexes formed in aqueous systems and those found in terrestrial systems have not been clearly recognised. This study simulated the formation of organo-mineral complexes between dissolved humic acid (DHA) and mineral particles using a solid/aqueous adsorption experiment (aqueous system) and a wet–dry cycling methodology (terrestrial system). The clay fraction of mineral particles contributed greatly (>90%) to overall DHA adsorption on soil particles in adsorption experiments where DHA fractionation was clearly observed. Aromatic content was found to be less favourable for adsorption under all conditions. For particles of different sizes, the significance of fractionation increased with adsorption. High adsorption was observed under acid conditions, although there was less fractionation as a result of the acid-facilitated ligand exchange process. When using a wet–dry cycling methodology, a much higher fOC was observed for the complexes than when using the adsorption experiment, and DHA fractionation was not significant. Further, the distinctly decreased E465/E665 ratio suggests that the DHA washed off from acid complexes was different from the original DHA and most likely the result of DHA precipitation during wet–dry cycles under acid conditions.


2012 ◽  
Vol 524-527 ◽  
pp. 1910-1914 ◽  
Author(s):  
Tao Chen ◽  
Guo Zhen Wang ◽  
Jie Gao ◽  
Yan Dan Yang ◽  
Rui Ma ◽  
...  

A method of preparing precured resin coated sand particles was developed. The effects of resins dosages, plasticizer and coupling agent on the sphericity, roundness, crush resistance and flow conductivity of pre-cured resin coated sand were also discussed. Compared with raw sand, the sphericity and roundness of this resin coated sand particles is higher. It also possessed excellent properties to company sample, such as better resistance to crushing, as well as higher short term flow conductivity. By use of the resin coated sand, the cost could be reduced, and the yield of raw oil will be increased. It is a promising method of modified sand in field of hydraulic fracturing treatment.


Author(s):  
Adel Soroush ◽  
R. Lee Penn ◽  
William Arnold

Reduction of nitroaromatic compounds (NACs), an important class of groundwater pollutants, by Fe(II) associated with iron oxides, a highly reactive reductant in anoxic aquifers, has been studied widely, but there...


Sign in / Sign up

Export Citation Format

Share Document