ImageVerifierCode 换一换
格式:PDF , 页数:13 ,大小:321.91KB ,
资源ID:174896      下载积分:14 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/174896.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_D_5850_-_18.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_D_5850_-_18.pdf

1、Designation:D585018Standard Test Method for(Analytical Procedure)Determining Transmissivity,Storage Coefficient,andAnisotropy Ratio from a Network of Partially PenetratingWells1This standard is issued under the fixed designation D5850;the number immediately following the designation indicates the ye

2、ar oforiginal adoption or,in the case of revision,the year of last revision.A number in parentheses indicates the year of last reapproval.Asuperscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope*1.1 This test method covers an analytical procedure fordetermini

3、ng the transmissivity,storage coefficient,and ratio ofvertical to horizontal hydraulic conductivity of a confinedaquifer using observation well drawdown measurements froma constant-rate pumping test.This test method uses data froma minimum of four partially penetrating,recommended to bepositioned ob

4、servation wells around a partially penetratingcontrol well.1.2 The analytical procedure is used in conjunction with thefield procedure in Test Method D4050.1.3 LimitationsThe limitations of the technique for deter-mination of the horizontal and vertical hydraulic conductivityof aquifers are primaril

5、y related to the correspondence betweenthe field situation and the simplifying assumption of this testmethod.1.4 UnitsThe values stated in inch-pound units are to beregarded as the standard.The SI units given in parentheses aremathematical conversions,which are provided for informationpurposes only

6、and are not considered standard.1.5 All observed and calculated values shall conform to theguidelines for significant digits and rounding established inPractice D6026,unless superseded by this standard.1.6 The procedures used to specify how data are collected/recorded or calculated in this standard

7、are regarded as theindustry standard.In addition,they are representative of thesignificant digits that generally should be retained.The proce-dures used do not consider material variation,purpose forobtaining the data,special purpose studies,or any consider-ations for the users objective;and it is c

8、ommon practice toincrease or reduce the significant digits of reported data to becommensurate with these considerations.It is beyond the scopeof this standard to consider significant digits used in analysismethod or engineering design.1.7 This standard does not purport to address all of thesafety co

9、ncerns,if any,associated with its use.It is theresponsibility of the user of this standard to establish appro-priate safety,health,and environmental practices and deter-mine the applicability of regulatory limitations prior to use.1.8 This international standard was developed in accor-dance with int

10、ernationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards,Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade(TBT)Committee.2.Referenced Documents2.1 ASTM Standards:2D653 Te

11、rminology Relating to Soil,Rock,and ContainedFluidsD3740 Practice for Minimum Requirements for AgenciesEngaged in Testing and/or Inspection of Soil and Rock asUsed in Engineering Design and ConstructionD4050 Test Method for(Field Procedure)for Withdrawaland Injection Well Testing for Determining Hyd

12、raulicProperties of Aquifer SystemsD5473/D5473M Test Method for(Analytical Procedure for)Analyzing the Effects of Partial Penetration of ControlWell and Determining the Horizontal and Vertical Hydrau-lic Conductivity in a Nonleaky Confined AquiferD6026 Practice for Using Significant Digits in Geotec

13、hnicalData3.Terminology3.1 Definitions:3.1.1 For definitions of common technical terms in thisstandard,see Terminology D653.3.2 The following definitions from Terminology D653 are1This test method is under the jurisdiction ofASTM Committee D18 on Soil andRock and is the direct responsibility of Subc

14、ommittee D18.21 on Groundwater andVadose Zone Investigations.Current edition approved Jan.1,2018.Published February 2018.Originallyapproved in 1995.Last previous edition approved in 2012 as D5850 95(2012).DOI:10.1520/D5850-18.2For referenced ASTM standards,visit the ASTM website,www.astm.org,orconta

15、ct ASTM Customer Service at serviceastm.org.For Annual Book of ASTMStandards volume information,refer to the standards Document Summary page onthe ASTM website.*A Summary of Changes section appears at the end of this standardCopyright ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshoh

16、ocken,PA 19428-2959.United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards,Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade(TBT)Committee.1 used in this standard and are presented for the convenience ofthe user.3.2.1 anisotropyhaving different properties in differentdirections.3.2.2 confine

copyright@ 2008-2023 wnwk.com网站版权所有

经营许可证编号:浙ICP备2024059924号-2