A Simulation Study of the Heat Balance of Concrete Pits During Boiling of Non-Frozen Logs

N. Deliiski, L. Dzurenda, P. Niemz, M. Campean, D. Angelski, P. Vitchev
{"title":"A Simulation Study of the Heat Balance of Concrete Pits During Boiling of Non-Frozen Logs","authors":"N. Deliiski, L. Dzurenda, P. Niemz, M. Campean, D. Angelski, P. Vitchev","doi":"10.31926/but.fwiafe.2023.16.65.3.5","DOIUrl":null,"url":null,"abstract":"This paper presents an approach for computing the heat balance of boiling pits during the plasticizing of non-frozen logs intended for the production of peeled veneer. With the help of our non-stationary model, the heating times of beech logs with a diameter of 0.4 m, an initial temperature of 10°C, and a moisture content of 0.6 kg∙kg-1 were determined at water temperatures in the pit equal to 70, 80, and 90°C. Using the determined logs’ boiling durations and the mentioned approach, the change in the total energy required to carry out the entire boiling process and that required for each of the individual components of the heat balance was calculated. Computer simulations were conducted for a concrete pit with overall dimensions of 8.0 × 2.6 x 2.5 m, a working volume of 20 m3, and a degree of filling with logs equal to 45, 60, and 75%. It was found that the increase in the water temperature from 70 to 90°C causes an increase in the total specific energy, as well as in the energy for the heating of the logs themselves, the construction, and the water of the pit. At the same time, the energy required to cover the heat losses of the pit decreases and the energy for heating the metal heater/radiator itself does not change. A decrease in the degree of filling of the pit with logs from 75 to 45% causes an increase in both the total energy and all its components except the energy for heating the logs, which remains unchanged.","PeriodicalId":505399,"journal":{"name":"Bulletin of the Transilvania University of Brasov. Series II: Forestry • Wood Industry • Agricultural Food Engineering","volume":"21 5","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-12-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of the Transilvania University of Brasov. Series II: Forestry • Wood Industry • Agricultural Food Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.31926/but.fwiafe.2023.16.65.3.5","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

This paper presents an approach for computing the heat balance of boiling pits during the plasticizing of non-frozen logs intended for the production of peeled veneer. With the help of our non-stationary model, the heating times of beech logs with a diameter of 0.4 m, an initial temperature of 10°C, and a moisture content of 0.6 kg∙kg-1 were determined at water temperatures in the pit equal to 70, 80, and 90°C. Using the determined logs’ boiling durations and the mentioned approach, the change in the total energy required to carry out the entire boiling process and that required for each of the individual components of the heat balance was calculated. Computer simulations were conducted for a concrete pit with overall dimensions of 8.0 × 2.6 x 2.5 m, a working volume of 20 m3, and a degree of filling with logs equal to 45, 60, and 75%. It was found that the increase in the water temperature from 70 to 90°C causes an increase in the total specific energy, as well as in the energy for the heating of the logs themselves, the construction, and the water of the pit. At the same time, the energy required to cover the heat losses of the pit decreases and the energy for heating the metal heater/radiator itself does not change. A decrease in the degree of filling of the pit with logs from 75 to 45% causes an increase in both the total energy and all its components except the energy for heating the logs, which remains unchanged.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
非冻结原木沸腾过程中混凝土坑热平衡模拟研究
本文介绍了一种计算用于生产去皮单板的非冷冻原木塑化过程中沸腾坑热平衡的方法。在我们的非稳态模型的帮助下,确定了直径为 0.4 米、初始温度为 10°C、含水量为 0.6 kg∙kg-1 的山毛榉原木在坑内水温等于 70、80 和 90°C 时的加热时间。利用确定的原木沸腾持续时间和上述方法,计算了整个沸腾过程所需的总能量变化以及热平衡中每个单独组成部分所需的能量变化。对一个总尺寸为 8.0 × 2.6 × 2.5 米、工作容积为 20 立方米、原木填充度分别为 45%、60% 和 75%的混凝土坑进行了计算机模拟。研究发现,水温从 70°C 提高到 90°C 会导致总的比能量以及原木本身、建筑和坑道水加热所需的能量增加。同时,用于弥补坑内热量损失的能量减少,而用于加热金属加热器/辐射器本身的能量没有变化。坑道内原木填充率从 75% 降至 45%,会导致总能量及其所有组成部分的增加,但用于加热原木的能量保持不变。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Variation in Moisture Content and Density Whitin and Among Freshly Felled Sclerocarya birrea and Anogeissus leiocarpus Influence of Properties of Building Materials in Wooden Sandwich Constructions on Overall Fire Resistance Simulation-Based Performance Analysis of Impregnated Wood with Phase Change Material for Energy Efficient Timber Structures Investigations of Surface-Treated Wood by a Micro-Indentation Approach: A Short Review and a Case Study Effects of Cutting Parameters and Grain Direction on Surface Quality of Three Wood Species Obtained by CNC Milling
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1