scholarly journals Determination of physical, mechanical, and structural seed properties of pepper cultivars

2015 ◽  
Vol 29 (1) ◽  
pp. 107-113 ◽  
Author(s):  
Ilknur Alibas ◽  
Nezihe Koksal
Keyword(s):  
Stainless Steel ◽  
Aspect Ratio ◽  
Moisture Content ◽  
Structural Characteristics ◽  
Initial Moisture Content ◽  
Static Friction ◽  
Friction Angle ◽  
Terminal Velocity

Abstract The aim of the present study was to determine various physical, mechanical, and structural characteristics of seed of pepper cultivars Yağlık Kapya, Demre Sivri, Yalova Carliston, Kandil Dolma, and Cin Sus Yediveren, which are grown extensively in Turkey, with initial moisture content ranging between 7.03 and 7.21% (w.b.). Width, length, and thickness were found to be in the range of 3.00-3.72, 3.43-4.40, and 0.66-0.82 mm, respectively. It was revealed that sphericity of the seeds of Yağlık Kapya, Demre Sivri, Yalova Carliston, Kandil Dolma, and Cin Sus Yediveren were 51, 57, 56, 51 and 57%, respectively. In terms of the roundness which ranges between 76 and 85% depending on pepper cultivars. The aspect ratio of Yağlık Kapya, Demre Sivri, Yalova Carliston, Kandil Dolma, and Cin Sus Yediveren were determined to be 84.60, 88.04, 94.43, 85.55, and 87.67%, respectively. It was also noted that the porosity of the pepper seeds was in the range of 44.94-49.61%. Besides, we found that as the weight of pepper seeds increased, their terminal velocity increased accordingly, and thus terminal velocities were found to be 2.87-4.66 m s-1. In the current study, the static friction angle and coefficients of the cultivars were determined by means of six different plates including aluminium, stainless steel, galvanized iron, rubber, glass, and plywood. The plywood plate was found to be the least slippery; consequently, the static friction angle and coefficient were determined to be the highest for the plywood plate.

scholarly journals Study on some engineering attributes of pine nut (Pinus pinea) to the design of processing equipment

2010 ◽  
Vol 56 (No. 3) ◽  
pp. 99-106 ◽  
Author(s):  
S.M.T. Gharibzahedi ◽  
V. Etemad ◽  
J. Mirarab-Razi ◽  
M. Fos hat
Keyword(s):  
Moisture Content ◽  
Geometric Mean ◽  
Seed Mass ◽  
Static Friction ◽  
Terminal Velocity ◽  
Angle Of Repose ◽  
Engineering Properties ◽  
Pine Nut ◽  
Length Width ◽  
Glass Surfaces

Moisture-dependent engineering properties of pine nut were studied at 6.3, 8.2, 10.8, 14.5, 18.9, and 20.1% moisture content (dry basis). The length, width, thickness, and geometric mean diameter increased significantly (P < 0.05) from 21.75 to 21.85 mm, 7.39 to 7.47 mm, 6.07 to 6.14 mm, and 9.89 to 9.98 mm, respectively, with an increase in moisture content from 6.3% to 20.1%, whereas the increase in sphericity from 45.49% to 45.69% was not significant. Similarly, thousand seed mass, true density, porosity, terminal velocity, and angle of repose increased (P < 0.05) from 0.85 to 0.93 kg, 1043.3 to 1071 kg/m3, 41.31% to 44.57%, 8.67 to 8.83 m/s, and 35.4° to 39°, respectively, with an increase in moisture content under the experimental condition. Moreover, the bulk density decreased significantly (P < 0.05) from 612.3 to 593.6 kg/m3. Coefficient of static friction increased (P < 0.05) from 0.251 to 0.292, 0.241 to 0.271, 0.227 to 0.262, and 0.218 to 0.247 on plywood, galvanized iron sheet, stainless steel, and glass surfaces, respectively, with an increase in moisture content from 6.3% to 20.1%.

scholarly journals Evaluation and Modeling Some Engineering Properties of Three Safflower Varieties

2015 ◽  
Vol 47 (4) ◽  
pp. 23-40
Author(s):  
F. Shahbazi
Keyword(s):  
Moisture Content ◽  
Geometric Mean ◽  
Static Friction ◽  
Terminal Velocity ◽  
Galvanized Steel ◽  
Angle Of Repose ◽  
Engineering Properties ◽  
Seed Moisture Content ◽  
Seed Moisture ◽  
Static Coefficient Of Friction

Abstract Several physical properties of three safflower cultivars (IL-111, LRV51-51 and Zarghan279) at moisture contents of 10, 15, 20 and 25% were determined and compared. All the linear dimensions, geometric mean diameter and sphericity of safflower seeds increase linearly with increase in seed moisture content. The values of geometric properties were higher for IL-111cultivar than the LRV51-51 and Zarghan279 cultivars. The values of the bulk densities decreased, whereas the thousand seeds mass, true density and porosity were increased with increase in seed moisture content. All the gravimetric properties for the three cultivars of safflower were significantly different (p<0.05). The values of the terminal velocity for all cultivars were significantly increased as the moisture content increased. The terminal velocity for the three cultivars of safflower were significantly different (p<0.05). On the two different surfaces, the coefficient of static friction of the IL-111 cultivar was significantly greater than that of the other cultivars. The static coefficient of friction was higher on plywood and lower for galvanized steel. The values of the angle of repose increased with increase of the moisture content. The values of the angle of repose for Zarghan279 cultivar were higher than the IL-111, LRV51-51 cultivars.

scholarly journals The influence of organic polymer on properties of mineral concentrates

2013 ◽  
Vol 20 (2) ◽  
pp. 90-93
Author(s):  
Marzenna Popek
Keyword(s):  
High Risk ◽  
Internal Friction ◽  
Moisture Content ◽  
Friction Angle ◽  
Internal Friction Angle ◽  
Organic Polymer ◽  
Biodegradable Materials

AbstractTransport of mineral concentrates is associated with high risk of liquefaction of the cargoes. This type of goods containing water may liquefy and shift dangerously across the cargo compartments. Therefore, it is rational to limit the moisture content of the cargoes which may liquefy. To prevent sliding and shifting of ore concentrates in storage biodegradable materials composed of starch are added to the mineral concentrates. The influence of adding starch materials to the mineral concentrates on its parameters determining ability for safe shipment was assessed on the basis of determination of the following parameters: permeability, cohesion and internal friction angle of concentrates.

scholarly journals ​Effect of Moisture Content on Engineering Properties of Green Gram for Designing of Agricultural Equipment

2021 ◽  
Author(s):  
Bhabani Shankar Dash ◽  
Sangram Keshari Swain ◽  
Debaraj Behera ◽  
Kalpana Rayaguru ◽  
Megha Meshram
Keyword(s):  
Moisture Content ◽  
Geometric Mean ◽  
Research Work ◽  
Estimation Method ◽  
Static Friction ◽  
Terminal Velocity ◽  
Angle Of Repose ◽  
Green Gram ◽  
Engineering Properties ◽  
Curve Estimation

Background: Green gram is a popular pulse crop in India (with 2.02 MT production over a cultivated area of 4.26 Mha) and Odisha (20.8 lakh ha area with a yield of 10.60 lakh tonnes). The information on the engineering properties and its behavioural changes with moisture content is vital for handling and designing of different agricultural processing equipment. Methods: This work mainly focused on studying green gram variety’s (Sujata) engineering properties at five different moisture levels (within a moisture range of 10.58 to 45.45% (d.b.). Standard methods and procedures were followed in the study and the output results were compared with previous research work to justify the variation or anomaly in some cases. The curve estimation method (regression analysis) was followed to find the best-fit curve and equation for the parameters studied. Result: The geometric mean diameter (GMD) of grain increased from 3.75 to 4.12 mm within the moisture content (MC) range and the variation was statistically significant (p less than 0.05). Sphericity and surface area varied significantly from 0.83 to 0.82 and 44.13 to 53.45 mm2, respectively, within the range of moisture contents studied with a high correlation among the data. Mass of thousand grains augmented (44.13 to 53.45 g) with a rise in MC and the data followed logarithmic and inverse curves. Bulk and true densities of green gram declined significantly from 860 to 670 kg m-3 and 1330 to 1240 kg m-3 with an increase in the moisture content. The porosity of green gram increased significantly from 35.75% to 46.38% and the terminal velocity raised from 9.20 m s-1 to 11.10 m s-1 with an increase in MC. The dynamic angle of repose increased significantly from 30.95 to 46.57o with MC. A significant variation in the coefficient of internal friction (0.78 to 0.90) was observed for the grains. The coefficient of static friction of grain increased significantly for different surfaces (MS, SS, Plywood and GI) with a rise in MC. The MS surface produced the highest coefficient of static friction and SS had the least. The results confirmed significant effect of MC on all engineering properties of green gram.

scholarly journals Some Physical Properties of Palmyrah Palm (Borassus flabellifer L.) Fruits

2021 ◽  
pp. 18-25
Author(s):  
P. C. Vengaiah ◽  
S. Kaleemullah ◽  
M. Madhava ◽  
A. Mani ◽  
B. Sreekanth
Keyword(s):  
Aspect Ratio ◽  
Moisture Content ◽  
Mild Steel ◽  
Physical Properties ◽  
Bulk Density ◽  
Geometric Mean ◽  
Static Friction ◽  
Angle Of Repose ◽  
Average Mass ◽  
The Individual

Some physical properties of palmyrah fruit were investigated in this study. The average values of major, medium, minor and geometric mean diameters of fresh whole palmyrah fruit were 11.54,10.45, 9.85 and 10.64 cm respectively at 47.34 % (w.b) moisture content whereas that of palmyrah nut were 8.59, 7.35, 4.99 and 6.79 cm respectively at 8% (w.b) moisture content. Sphericity, surface area and aspect ratio were found to be 91.94%, 359.17 cm2 and 0.90 for fruit and whereas that of nut were 79.19%, 145.16 cm2 and 0.86 respectively. The average mass of the individual palmyrah fruit and nut was 927.78 and 248.10 g whereas bulk density was 525.92 and 693.0 kg/m3 respectively. The coefficient of static friction on mild steel, glass and plywood surfaces were 0.27, 0.21 and 0.25 for palmyrah fruit and 0.36, 0.28 and 0.27 for nut respectively. The angle of repose of palmyrah fruit and nut were 30.77 and 44.03 respectively.

scholarly journals Experimental Study on the Effect of Freezing and Thawing on the Shear Strength of the Frozen Soil in Qinghai-Tibet Railway Embankment

2022 ◽  
Vol 2022 ◽  
pp. 1-12
Author(s):  
B. Wang ◽  
J. H. Gao ◽  
Y. Q. Wang ◽  
X. J. Quan ◽  
Y. W. Gong ◽  
...  
Keyword(s):  
Growth Rate ◽  
Internal Friction ◽  
Moisture Content ◽  
Initial Moisture Content ◽  
Friction Angle ◽  
Frozen Soil ◽  
Internal Friction Angle ◽  
Freezing Process ◽  
Dry Density ◽  
Freezing And Thawing

The direct shear tests of different dry density and moisture content samples at different temperatures of the frozen soil in the Qinghai-Tibet Railway embankment between Tanggula South and Anduo section were carried out to analyze the influence rules of each experimental factor on the mechanical properties of frozen soil during the freeze-thaw process. The results show the following. (1) When the frozen soil temperature is below 0°C and continues to drop during the freezing and thawing process, each sample shows the law of a significant increase in cohesion and a slight decrease in the internal friction angle. In the meantime, the cohesion obtained during the thawing process of the sample at the same temperature point is higher than that obtained during the freezing process. In contrast, the internal friction angles exhibit an opposite law, where the internal friction angle during the melting process is lower than the internal friction angle during the freezing process. After freezing-thawing action, it deserves to be mentioned that the cohesion increases slightly while the internal friction angles present a slight decrease trend compared to the initial state. (2) With the decrease in temperature and the gradual increase in cohesion, the temperature curve can be divided into a fast-growing section from 0 to −2°C, a slow-growing section from −2 to −8°C, and a second fast-growing section from −8 to −10°C owing to the combined effect of the pressure-thawing action and ice-water phase change. In addition, the rate of decrease in the internal friction angle also shows a similar pattern. (3) The cohesion and the internal friction angle of samples both tend to increase first and then decrease with the rise of the initial moisture content, and the critical initial moisture content is near the optimal moisture content of 15%. (4) Both the cohesion and the internal friction angle of the samples increase with dry density growth. The growth rate of cohesion will gradually increase as the temperature decreases. Moreover, the growth rate of cohesion of low dry density samples is more susceptible to temperature, while the internal friction angle growth rate is not affected by temperature.

scholarly journals Experimental Study of Moisture Content Effect on Geotechnical Properties of Solidified Municipal Sludge

2020 ◽  
Vol 2020 ◽  
pp. 1-10
Author(s):  
Yijun Chen ◽  
Xingxing He ◽  
Ping Wang ◽  
Yong Wan ◽  
Xun Tan
Keyword(s):  
Moisture Content ◽  
Permeability Coefficient ◽  
Mercury Intrusion Porosimetry ◽  
Initial Moisture Content ◽  
Friction Angle ◽  
Geotechnical Properties ◽  
Municipal Sewage ◽  
Municipal Sewage Sludge ◽  
Municipal Sludge ◽  
Mercury Intrusion

Moisture content is an important factor affecting the geotechnical properties of solidified municipal sludge (MMS). Typical municipal sludge in China was chosen to investigate the effects of initial moisture content (defined as w0) on geotechnical properties of MMS solidified by self-developed CERSM solidifying agent. In addition, the microstructure changes of solidified sludge samples in this study were explored with scanning electron microscopy and mercury intrusion porosimetry. Mechanical experiment results showed that the unconfined compressive strength, cohesion, and internal friction angle of the MMS increased with the decrease in initial moisture content, but the permeability coefficient changed oppositely. The permeability coefficient of solidified sludge samples was between 10−8 and 10−10 cm/s. But after the drying-saturated process, the permeability coefficient of MMS can be increased up to 4 times, mainly due to the formation of a considerable number of microconnected pores and microcracks in the process of drying. The research results are of great significance to the safe disposal and utilization of municipal sewage sludge in China.

scholarly journals Static and kinetic friction of rapeseed

2008 ◽  
Vol 53 (No. 1) ◽  
pp. 14-19 ◽  
Author(s):  
R. Rusinek ◽  
M. Molenda
Keyword(s):  
Moisture Content ◽  
Coefficient Of Friction ◽  
Direct Shear Test ◽  
Shear Test ◽  
Kinetic Coefficient ◽  
Static Friction ◽  
Galvanized Steel ◽  
Direct Shear ◽  
Kinetic Friction

he present paper examines the static and kinetic coefficient of friction of rapeseed. The project utilized two methods of determination of coefficient of friction of rapeseed: according Eurocode 1 (kinetic) in direct shear test and (static) in model silo. Samples of rapeseed in a range of moisture content from 6 to 15% w.b. were used and the tests were performed for galvanized steel, stainless steel and concrete B 30. Coefficient of friction for both steel types approached stable value for all levels of moisture content w.b. in a range from 0.11 to 0.18, for concrete B 30 it was found in a range from 0.25 to 0.43. The coefficient of static friction found in model silo decreased with an increase in vertical pressure from 0.3 to 0.2 for first loading, while in subsequent loading cycles decreased from 0.2 to 0.1.

scholarly journals Physical properties of sunflower seeds during drying

2017 ◽  
Vol 38 (1) ◽  
pp. 157
Author(s):  
Thaís Adriana de Souza Smaniotto ◽  
Osvaldo Resende ◽  
Kelly Aparecida de Sousa ◽  
Rafael Cândido Campos ◽  
Denner Nogueira Guimarães ◽  
...  
Keyword(s):  
Moisture Content ◽  
Physical Properties ◽  
Bulk Density ◽  
Initial Moisture Content ◽  
Gravimetric Method ◽  
Terminal Velocity ◽  
True Density ◽  
Sunflower Seeds ◽  
Intergranular Porosity ◽  
Air Ventilation

The aim of this work was to determine the effect that the moisture content has on the physical properties of sunflower seeds. The cultivar Olisun 3, with an initial moisture content of 34.1 (% wb), was used and then subjected to drying in an oven with forced air ventilation under three temperature conditions: 40, 60 and 80 °C. The reduction in the moisture content during drying was monitored by the gravimetric method until it reached a final moisture content of 8.0 ± 1.0 (% wb). The physical properties were analysed: the bulk density, true density, intergranular porosity and volumetric shrinkage of the mass and unit and terminal velocity. The reduction in the moisture content influenced the physical properties of sunflower seeds and caused a decrease in the intergranular porosity, bulk density and true density at all examined temperatures. The mass and volumetric contractions of the unit and reduction in shrinkage rates all increased with the drying of sunflower seeds at all studied temperatures. The terminal velocity increased as the moisture content of the grains increased, which was more evident at the drying temperature of 80 °C.

scholarly journals Impact of Drying and Wetting Cycles on Vegetation Cement-soil Physical and Mechanical Properties

2021 ◽  
Vol 20 (4) ◽  
Author(s):  
Xudong Hu ◽  
Jiazhen Gao ◽  
Mingtao Zhou ◽  
Songtao Peng ◽  
Wennian Xu ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Moisture Content ◽  
Initial Moisture Content ◽  
Meteorological Condition ◽  
Physical And Mechanical Properties ◽  
Friction Angle ◽  
Optimal Choice ◽  
The Stability ◽  
Number Of Cycles ◽  
Cement Soil

The physical and mechanical properties of the ecological slope protection substrate will be affected by long-term variation of the meteorological condition, resulting in the stability of the substrate being reduced. So an artificial substrate of vegetation cement-soil was selected as the research object to prepare specimens with the different initial moisture content of 13%, 19%, 25%, 31%, 37%, and 43%. And a series of tests are conducted to investigate the evolution of the physical and mechanical properties under drying-wetting cycling conditions. Typical results of the vegetation cement-soil evolution can be divided into three stages: cement hydration stage, shrinkage stage, and stabilization stage. In terms of different initial moisture content, the shrinkage cracks number, cracks length, crack width, and cracks surface area are increased first and then stabilize with the increase of the number of drying-wetting cycles. In contrast, the cohesion and internal friction angle of the vegetation cement-soil is reduced with the increase of the number of cycles. Comprehensive analysis shows that the initial moisture content of vegetation cement soil ranges from 25% to 31% is the optimal choice to ensure substrate stability in production practice.

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