




版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
1、风管管径计算管段设计流量 假定流速 计算面积截面宽度 截面高度 实际流速管长1288050.165003205.001.3492264030.244003205.734.53240030.226303203.314.54192030.186302503.394.55144030.135002503.204.5696030.093202503.334.5748030.042002003.334.5824030.021601203.47792404.50.011201204.632.538102404.50.011201204.632.538112404.50.011201204.632.5381
2、22404.50.011201204.631.94132404.50.011201204.632.538142404.50.011201204.631.94152404.50.011201204.632.538162404.50.011201204.631.94172404.50.011201204.632.538182404.50.011201204.631.94192404.50.011201204.632.538局部阻力系数计算表管段90弯头分流三通 分流四通矩形蝶阀 防火调节阀 双层百叶风口 总计100000.500.520-0.010000-0.0130-0.010000-0.014
3、00-0.02000-0.02500-0.02000-0.02600-0.06000-0.06700-0.04000-0.0480.190.1300.500.51.32900.5500.500.51.551000.5500.500.51.5511000.550.500.51.5512000.550.500.51.5513000.540.500.51.5414000.540.500.51.5415000.520.500.51.5216000.520.500.51.5217000.550.500.51.5518000.550.500.51.551901.20.500.52.2平均比磨阻 沿程阻力动
4、压局部阻力系数局部阻力 总阻力0.741.0015.0000.501.500.361.6219.69-0.01-0.201.4221.921944440.271.226.56-0.01-0.071.150.411.856.88-0.02-0.141.710.41.806.14-0.02-0.121.680.522.346.67-0.06-0.401.940.62.706.67-0.04-0.272.431.429.947.231.329.5519.492.787.0612.861.5519.9326.992.787.0612.861.5519.9326.992.787.0612.861.551
5、9.9326.992.785.3912.861.5519.9325.332.787.0612.861.5419.8026.862.785.3912.861.5419.8025.202.787.0612.861.5219.5526.602.785.3912.861.5219.5524.942.787.0612.861.5519.9326.992.785.3912.861.5519.9325.332.787.0612.862.228.2935.35主计算环路管段长度负荷流速管径平均比磨阻 沿程阻力局部阻力系数动压12.826.320.575098.8276.6415.50.222.622.120.
6、840262.8683.280.10.434.517.840.6540174.6785.70.20.344.513.570.6532209940.52.20.354.59.290.4422542819264.20.164.55.010.4225133.8602.16.20.177.82.450.3320119928.231.20.184.55.010.4225133.8602.10.20.194.59.290.4422542819260.20.1104.513.570.6532209940.50.20.3114.517.840.6540174.6785.71.50.3122.622.120.8
7、40262.8683.2870.413226.320.575098.8197.6400.2143.72.350.3220110.3408.111.50.1155.91.930.32077454.30400.1163.72.350.3220110.3408.11400.1175.91.930.32077454.30400.1183.72.350.3220110.3408.11400.1195.91.930.32077454.30400.1203.72.350.3220110.3408.11400.1215.91.930.32077454.305.50.1223.72.350.3220110.34
8、08.11400.1231.830.720.6750132.4238.321.50.3242.228.520.6250115253.000.10.2256.726.320.575098.8661.9634.60.2262.228.520.6250115253.005.50.2271.830.720.6750132.4238.321.50.3285.32.20.32097.7517.81400.1295.32.20.32097.7517.81400.1管段长度负荷流速管径平均比磨阻 沿程阻力局部阻力系数动压12.826.320.575098.8276.6415.50.222.224.1234.5
9、21.9244.517.160.6540174.6785.70.20.354.513.320.6532209940.52.20.364.59.020.4422542819264.20.174.54.720.4225133.8602.16.20.187.82.40.3320119928.231.20.194.54.720.4225133.8602.10.20.1104.59.020.4422542819260.20.1114.513.320.6532209940.50.20.3124.517.160.6540174.6785.71.50.3134.521.92142.224.12151.426.
10、32162.943.2173.843.2185.91.930.32077454.30400.1195.91.930.32077454.30400.1205.91.930.32077454.30400.1215.91.930.32077454.30400.1223.72.350.3220110.3408.11400.1233.72.350.3220110.3408.11400.1243.72.350.3220110.3408.11400.1253.72.350.3220110.3408.11400.1263.72.350.3220110.3408.11400.1275.32.20.32097.7
11、517.81400.1285.32.20.32097.7517.81400.1局部阻力系数计算表管段号管径局部阻力 个数局部阻力系数 合计150 分流三通11.51.515.5截止阀177止回阀177240 分流三通10.10.10.1340 分流四通20.10.20.2432 分流四通21.12.22.2532 分流四通22.14.24.2625 分流四通23.16.26.2720 90弯头42831.2过滤器133截止阀21020合流三通10.10.1分流三通10.10.18合流四通20.1920 合流四通20.10.21032 合流四通20.10.20.21132 合流四通20.10.2
12、0.21240 合流三通11.51.51.51340 截止阀17771440 分流四通11.51.54090弯头224过滤器133截止阀31030合流四通11.51.51.51520 分流四通11.51.54090弯头224过滤器133截止阀31030合流四通11.51.51620 分流四通11.51.54090弯头224过滤器133截止阀31030合流四通11.51.51720 分流四通11.51.54090弯头224过滤器133截止阀31030合流四通11.51.51820 分流四通11.51.54090弯头224过滤器133截止阀31030合流四通11.51.51920 分流四通11.5
13、1.54090弯头224过滤器133截止阀31030合流四通11.51.52020 分流四通11.51.54090弯头224过滤器133截止阀31030合流四通11.51.52120 分流四通11.51.55.590弯头2242220 分流三通11.51.54090弯头224过滤器133截止阀31030合流三通11.51.52325 分流三通11.51.51.52420 分流三通10.10.10.12525 分流三通10.10.134.690弯头22过滤器133截止阀31030合流三通11.51.52620 合流三通11.51.55.590弯头2242720 合流三通11.51.51.5282
14、0 分流三通11.51.54090弯头224过滤器133截止阀31030合流三通11.51.52920 分流三通11.51.54090弯头224过滤器133截止阀31030合流三通11.51.5管段长度负荷流速管径平均比磨阻沿程阻力 局部阻力系数12.426.320.575098.8237.1215.5231.7270.5950103.7176.291.5242.224.80.535088602.800.1253.622.60.8140274316.8024.6266.7270.5950103.7694.79712.426.320.575098.8237.1215.5231.7270.5950
15、103.7176.291.5275.52.20.32097.7537.3524.6283.24.40.3725105336.000.1266.7270.5950103.7694.797局部阻力 空气处理设备阻力总阻力3.00279.70.00683.30.10785.80.60941.10.501926.50.70602.82.0980010730.20.00602.10.001926.00.10940.60.40786.12.70686.07.80205.40.1980010208.22.2980010256.52.5980010210.62.2980010256.52.5980010210.62.2980010256.52.5980010210.60.3980010254.62.5980010210.60.40.06.71.30.42.2980010320.02.2980010320.0局部阻力 空气处理设备阻力总阻力3.00279.70.10785.80.60941.10.501926.50.70602.82.0980010730.20.00602.10.001926.00.10940.60.40786.12.2980010256.52.2980010256.52.2980010256.52.2980010256.52.59
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- 德州历史期末考试题目及答案
- 可用性测试方法创新-洞察及研究
- 2025年公需科目考试试卷考试参考答案
- 2025秋季开学典礼小学校长致辞:让“加减乘除”伴我们快乐成长
- 2025年高级会计师考试题目+参考答案
- 新疆政史考试题库及答案
- 人行金库账户管理办法
- 《警衔管理办法》违法
- 营业外收入管理办法
- 课程成绩管理办法江西
- 六年级上册写字教案表格式全册
- 食品安全规章制度模板打印
- FusionCloud私有云计算平台测试方案
- 2023年赛季中国男子篮球职业联赛竞赛规程
- 《马克思主义基本原理概论》期末试卷及答案
- 人居环境科学市公开课一等奖省赛课微课金奖课件
- 2023译林版新教材高中英语选择性必修第一册同步练习-Unit 1 Food matters
- 脑膜瘤的护理诊断与护理措施
- 高职应用语文教程(第二版)课件 1《老子》三章
- 药物临床试验突发事件应急预案
- 施工升降机安装拆卸安全教育
评论
0/150
提交评论