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2019 | Buch

Evaluation of performance of selected tillage tines regarding quality of work

verfasst von: Dr. Amer Khalid Ahmed Al-Neama

Verlag: Springer Berlin Heidelberg

Buchreihe : Fortschritte Naturstofftechnik

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SUCHEN

Über dieses Buch

This book examines and evaluates the performance of four standard chisel plough tines: heavy duty, double heart, double heart with wings and duck foot, which were connected with a rigid shank. Experiments were conducted in a soil bin filled with sandy loamy soil, and the experimental factors included varying operation conditions (speed and depth) and their dependency upon a draft force and their components (horizontal and vertical force), specific force (force per unit area), specific power (power per unit area), soil loosening percentage (above and below the original soil surface) and soil profile parameters (e.g. furrow height, furrow width, ridge height, area of ridge and furrow etc.). The evaluation involved developing regression equations based on Glancey and Upadhyaya’s model by adding new terms related to the tine geometric parameters or by adding a dummy term variable. These two techniques made up the general study parameters and had the same trend effect on operation conditions to compare between tines. Lab results such as force components and the width of furrow were verified in a field test. Furthermore, a model to predict the draft force by using principles of soil mechanics and soil profile evaluation was designed.

Inhaltsverzeichnis

Frontmatter
Chapter 1. Introduction
Abstract
Soil preparation is the first and most fundamental step in crop production. Therefore, the main purpose of tillage is to prepare the growth zone for planting in the soil. Generally, tillage is bounded to the arable soil, which involves organic matter and is limited to a depth of about 10 to 90 cm. Another objective of tillage is to improve the soil’s physical properties, for example weed control etc. (Stout & Cheze 1999).
Amer Khalid Ahmed Al-Neama
Chapter 2. Literature Review
Abstract
This chapter is divided into two main sections. The first section presents background on forces acting on the single tine, a brief illustration of the most famous draft force analytical models. The second section is related to the soil profile parameter.
Amer Khalid Ahmed Al-Neama
Chapter 3. Experiment Evaluation
Abstract
The experiment was conducted at the indoor soil bin laboratory conditions at the Chair of Agricultural Systems and Technology (AST), Faculty of Mechanical Engineering, at the Technische Universität Dresden (TU Dresden), Germany.
Amer Khalid Ahmed Al-Neama
Chapter 4. Results and Discussion
Abstract
Figure 4.1 illustrates the effects of speed and depth on Fh for all tines in the soil bin conditions. From this figure, it can see that Fh increased with increasing speeds and depths for all tines.
Amer Khalid Ahmed Al-Neama
Chapter 5. Comparison with other Models and Results
Abstract
Gorjatschkin, (1927) proposed an empirical formula for predicting the horizontal force acting on the moldboard plow, as presented in Eq. (5.1).
ℎ = × × (+ ×2)
Where G is the coefficient of static resistance in (kN/m2), and ω is the constant of dynamic draft in (kN s2/m4). The problem of Gorjatschkin’s formula is in the magnitude of these two factors.
Amer Khalid Ahmed Al-Neama
Chapter 6. Draft Force Prediction Approach
Abstract
This chapter explains a model to predict the draft force acting on varying standard single tines by using principles of soil mechanics and soil profile evaluation as presented in Eq. (6.1) (Al-Neama & Herlitzius, 2017).
Amer Khalid Ahmed Al-Neama
Chapter 7. Conclusions
Abstract
The horizontal, vertical, and draft forces (total force) increase linearly with the speed-depth interaction term, while they increased quadratically with the depth for all tines.
Amer Khalid Ahmed Al-Neama
Backmatter
Metadaten
Titel
Evaluation of performance of selected tillage tines regarding quality of work
verfasst von
Dr. Amer Khalid Ahmed Al-Neama
Copyright-Jahr
2019
Verlag
Springer Berlin Heidelberg
Electronic ISBN
978-3-662-57744-8
Print ISBN
978-3-662-57743-1
DOI
https://doi.org/10.1007/978-3-662-57744-8

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