Draft forces prediction model for standard single tines by using principles of soil mechanics and soil profile evaluation

This paper explains a model to predict the draft force acting on varying standard single tines by using principles of soil mechanics and soil profile evaluation. Draft force (Fd) measurements were made with four standard single tines comprising Heavy Duty, Double Heart, Double Heart with Wings and D...

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Main Authors: Amer Khalid Ahmed Al-Neama, Thomas Herlitzius
Format: Article
Language:deu
Published: Kuratorium für Technik und Bauwesen in der Landwirtschaft e. V. 2017-06-01
Series:Landtechnik
Online Access:http://www.landtechnik-online.eu/ojs-2.4.5/index.php/landtechnik/article/view/3161
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author Amer Khalid Ahmed Al-Neama
Thomas Herlitzius
author_facet Amer Khalid Ahmed Al-Neama
Thomas Herlitzius
author_sort Amer Khalid Ahmed Al-Neama
collection DOAJ
description This paper explains a model to predict the draft force acting on varying standard single tines by using principles of soil mechanics and soil profile evaluation. Draft force (Fd) measurements were made with four standard single tines comprising Heavy Duty, Double Heart, Double Heart with Wings and Duck Foot. Tine widths were 6.5, 13.5, 45 and 40 cm, respectively. The test was conducted in a soil bin with sandy loam soil. The effects of forward speeds and working depths on draft forces were investigated under controlled lab conditions. Results were evaluated based on a prediction model. A good correlation between measured and predicted Fd values for all tines with an average absolute variation less than 15 % was found.
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spelling doaj.art-34898dd127b9472f801386ab16845d162022-12-21T20:28:24ZdeuKuratorium für Technik und Bauwesen in der Landwirtschaft e. V.Landtechnik0023-80822017-06-0172310.15150/lt.2017.31613165Draft forces prediction model for standard single tines by using principles of soil mechanics and soil profile evaluationAmer Khalid Ahmed Al-NeamaThomas HerlitziusThis paper explains a model to predict the draft force acting on varying standard single tines by using principles of soil mechanics and soil profile evaluation. Draft force (Fd) measurements were made with four standard single tines comprising Heavy Duty, Double Heart, Double Heart with Wings and Duck Foot. Tine widths were 6.5, 13.5, 45 and 40 cm, respectively. The test was conducted in a soil bin with sandy loam soil. The effects of forward speeds and working depths on draft forces were investigated under controlled lab conditions. Results were evaluated based on a prediction model. A good correlation between measured and predicted Fd values for all tines with an average absolute variation less than 15 % was found.http://www.landtechnik-online.eu/ojs-2.4.5/index.php/landtechnik/article/view/3161
spellingShingle Amer Khalid Ahmed Al-Neama
Thomas Herlitzius
Draft forces prediction model for standard single tines by using principles of soil mechanics and soil profile evaluation
Landtechnik
title Draft forces prediction model for standard single tines by using principles of soil mechanics and soil profile evaluation
title_full Draft forces prediction model for standard single tines by using principles of soil mechanics and soil profile evaluation
title_fullStr Draft forces prediction model for standard single tines by using principles of soil mechanics and soil profile evaluation
title_full_unstemmed Draft forces prediction model for standard single tines by using principles of soil mechanics and soil profile evaluation
title_short Draft forces prediction model for standard single tines by using principles of soil mechanics and soil profile evaluation
title_sort draft forces prediction model for standard single tines by using principles of soil mechanics and soil profile evaluation
url http://www.landtechnik-online.eu/ojs-2.4.5/index.php/landtechnik/article/view/3161
work_keys_str_mv AT amerkhalidahmedalneama draftforcespredictionmodelforstandardsingletinesbyusingprinciplesofsoilmechanicsandsoilprofileevaluation
AT thomasherlitzius draftforcespredictionmodelforstandardsingletinesbyusingprinciplesofsoilmechanicsandsoilprofileevaluation