ImageVerifierCode 换一换
格式:PDF , 页数:3 ,大小:74.74KB ,
资源ID:170175      下载积分:13 积分
快捷下载
登录下载
邮箱/手机:
温馨提示:
快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。 如填写123,账号就是123,密码也是123。
特别说明:
请自助下载,系统不会自动发送文件的哦; 如果您已付费,想二次下载,请登录后访问:我的下载记录
支付方式: 支付宝扫码支付 微信扫码支付   
验证码:   换一换

加入VIP,免费下载
 

温馨提示:由于个人手机设置不同,如果发现不能下载,请复制以下地址【https://www.wnwk.com/docdown/170175.html】到电脑端继续下载(重复下载不扣费)。

已注册用户请登录:
账号:
密码:
验证码:   换一换
  忘记密码?
三方登录: QQ登录  

下载须知

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。
2: 试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。
3: 文件的所有权益归上传用户所有。
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. 本站仅提供交流平台,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。

版权提示 | 免责声明

本文(ASTM_E_2398_-_E_2398M_-_15a.pdf)为本站会员(益****师)主动上传,蜗牛文库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,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知蜗牛文库(发送邮件至admin@wnwk.com或直接QQ联系客服),我们立即给予删除!

ASTM_E_2398_-_E_2398M_-_15a.pdf

1、Designation:E2398/E2398M15aStandard Test Method forWater Capture and Media Retention of Geocomposite DrainLayers for Vegetative(Green)Roof Systems1This standard is issued under the fixed designation E2398/E2398M;the number immediately following the designation indicates the yearof original adoption

2、or,in the case of revision,the year of last revision.A number in parentheses indicates the year of last reapproval.A superscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope1.1 This test method covers the determination of the waterand media retention of synthe

3、tic drains layers used in vegeta-tive(green)roof systems.1.2 This test method is applicable to geocomposite drainlayers that retain water and media in cup-like receptacles ontheir upper surface.Examples include shaped plastic mem-branes and closed-cell plastic foam boards.1.3 This test method does n

4、ot apply to products manufac-tured from water-absorptive materials.1.4 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard.The values stated ineach system may not be exact equivalents;therefore,eachsystem shall be used independently of the other.Combinin

5、gvalues from the two systems may result in non-conformancewith the standard.1.5 This standard does not purport to address all of thesafety concerns,if any,associated with its use.It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and to determi

6、ne theapplicability of regulatory limitations prior to use.2.Referenced Documents2.1 ASTM Standards:2C920 Specification for Elastomeric Joint SealantsE631 Terminology of Building ConstructionsE2114 Terminology for Sustainability Relative to the Perfor-mance of BuildingsE2397 Practice for Determinati

7、on of Dead Loads and LiveLoads Associated with Vegetative(Green)Roof Systems3.Terminology3.1 Definitions:3.1.1 For terms related to building construction,refer toTerminology E631.3.1.2 For terms related to sustainability relative to theperformance of buildings,refer to Terminology E2114.3.2 Definiti

8、ons of Terms Specific to This Standard:3.2.1 captured water,nthe quantity of water that is re-tained in the drainage layer of a vegetative(green)roof systemafter new water additions have ceased and that cannot escapethe roof except through evaporation or plant transpiration.3.2.2 coupon,na portion o

9、f a material or laboratorysample from which multiple specimens can be taken fortesting.3.2.3 geocomposite drain layer,na synthetic sheet,mat,orpanel that is specifically designed to convey water horizontallytoward the roof deck drains,gutters,or scuppers.3.2.3.1 DiscussionGeocomposite drainage layer

10、s includeabsorptive drainage mats whose principle function is drainage,but which will also contribute to water retention(see retainedwater).Some geocomposite drainage layers may incorporatereceptacles on their upper surfaces that will capture water(seecaptured water).3.2.4 retained water,nthe quanti

11、ty of water that will beretained for a prolonged period against gravity drainage in avegetative(green)roof system,or in one of its components,after new additions by rainfall or artificial irrigation haveceased.3.2.4.1 DiscussionMost of this water will not becomerunoff but will be used to the plant-m

12、ediated processes ofevapo-transpiration.3.2.5 unit media retention volume,nthe volume,ft3/ft2cm3/cm2,that is required to fill a geocomposite drain layer tothe upper most asperities of the geocomposite drain layer.3.2.6 unit water capture volume,nthe maximum volumeof water,ft3/ft2cm3/cm2,that a geoco

13、mposite drain layer canhold at a specified inclination.3.2.6.1 DiscussionFor vegetative(green)roofs systemswhere the geocomposite drain layer will be filled with granulardrainage medium,the actual volume is assumed to be 25%ofthe measured volume.This assumption will allow a direct1This test method i

14、s under the jurisdiction ofASTM Committee D08 on Roofingand Waterproofing and is the direct responsibility of Subcommittee D08.24 onSustainability.Current edition approved Nov.1,2015.Published December 2015.Originallyapproved in 2005.Last previous edition approved in 2015 as E2398/E2398M 15.DOI:10.1

15、520/E2398_E2398M-15A.2For referenced ASTM standards,visit the ASTM website,www.astm.org,orcontact ASTM Customer Service at serviceastm.org.For Annual Book of ASTMStandards volume information,refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International,100 Barr Harbor

16、Drive,PO Box C700,West Conshohocken,PA 19428-2959.United States1 comparison between geocomposite sheet drains without,re-gard to the granular drainage media used.In computing theactual water capture of a geocomposite sheet drain employed ina specific vegetative(green)roof assembly,the porosity of thegranular drainage medium used must be considered(PracticeE2397).4.Summary of Test Method4.1 This procedure provides a method for measuring thevolume of granular media or water,or both,that geocomposi

copyright@ 2008-2023 wnwk.com网站版权所有

经营许可证编号:浙ICP备2024059924号-2