ImageVerifierCode 换一换
格式:PDF , 页数:4 ,大小:74.73KB ,
资源ID:537746      下载积分:5000 积分
快捷下载
登录下载
邮箱/手机:
温馨提示:
如需开发票,请勿充值!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   
注意:如需开发票,请勿充值!
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【http://www.mydoc123.com/d-537746.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: 微信登录  

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 F2099-2001(2014) Standard Guide for Use of Universal Transverse Mercator &40 UTM&41 Grids When Preparing and Using a Field Map for Land Search《陆地探寻用实测原图制定准备和使用时统一横向墨卡托投影 (UTM).pdf)为本站会员(livefirmly316)主动上传,麦多课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,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

ASTM F2099-2001(2014) Standard Guide for Use of Universal Transverse Mercator &40 UTM&41 Grids When Preparing and Using a Field Map for Land Search《陆地探寻用实测原图制定准备和使用时统一横向墨卡托投影 (UTM).pdf

1、Designation: F2099 01 (Reapproved 2014)Standard Guide forUse of Universal Transverse Mercator (UTM) Grids WhenPreparing and Using a Field Map for Land Search1This standard is issued under the fixed designation F2099; the number immediately following the designation indicates the year oforiginal adop

2、tion 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. Scope1.1 This guide describes one method of setting up a Uni-versal Transverse Me

3、rcator (UTM) grid system on a base mapfor transfer to a field map.1.2 This guide provides a uniform way of communicatingUTM coordinates.1.3 This guide is intended to be used with United StatesGeological Survey (USGS) 7.5-min quadrangle topographicalmaps with a scale of 1:24 000, with or without UTM

4、grid lines.1.4 The values stated in SI units are to be regarded asstandard. No other units of measurement are included in thisstandard.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 est

5、ablish appro-priate safety and health practices and determine the applica-bility of regulatory requirements prior to use.2. Referenced Documents2.1 ASTM Standards:2F1846 Practice for Symbols and Markings for Use WithLand Search Maps3. Terminology3.1 Definitions of Terms Specific to This Standard:3.1

6、.1 field map, na copy of a base map or portion thereofprovided to search and rescue field teams or crews.3.1.2 grid overlay, na transparent piece of material usedfor interpolating UTM coordinates on a USGS topographicalmap. For a 1:24 000 scale map, the overlay contains, as aminimum, lines represent

7、ing at least two adjacent sides of a1000-m square, with the lines subdivided into tenths.3.1.3 Universal Transverse Mercator (UTM), na rectan-gular grid system that covers the earth between latitude 80South and latitude 84 North.3.1.4 UTM grid lines, na series of straight lines thatconnect the UTM t

8、ick marks having identical numbers on thetop and bottom of the map, as well as a series of lines thatsimilarly connect the left and right side UTM tick marks.3.1.5 UTM tick marks, nsmall vertical or horizontal lineson 1:24 000 USGS maps, light blue in color, approximately 0.3cm (18 in.) in length sp

9、aced 1000 m (1 km) (scale) apart.4. Significance and Use4.1 The base map, field maps, and the UTM grid lines areused during search operations to ensure that field personnel andthe command post can accurately communicate specific posi-tion information in the search area.4.2 Section 5 verifies if the

10、UTM grid lines are on the basemap or not. If the UTM grid lines are not on the base map,Section 5 describes how to draw them on the map.4.3 Section 6 establishes how to set up and prepare fieldmaps for personnel to use in the field.4.4 Section 7 describes the uniform way of determining andcommunicat

11、ing UTM coordinates.5. Verifying and Drawing UTM Grid Lines5.1 Obtain the USGS quadrangle map (7.5 min or 1:24 000)with the area that is to be copied. Review the map to see ifUTM grid lines are marked on the map. If so, proceed toSection 6, otherwise continue with 5.2.5.2 Obtain a straightedge long

12、enough to connect oppositeUTM tick marks and which can be used to draw full-lengthstraight lines in a single stroke, and a pen or pencil. Continuewith 5.3.5.3 Drawing Horizontal and Vertical UTM Grid Lines:5.3.1 Starting at the top or bottom of the map, align thestraightedge on the UTM tick marks at

13、 the left and right sidesof the map, ensuring the numbers are the same. In a singlestroke, draw a line connecting the tick marks. Move the1This guide is under the jurisdiction of ASTM Committee F32 on Search andRescue and is the direct responsibility of Subcommittee F32.02 on Management andOperation

14、s.Current edition approved March 1, 2014. Published March 2014. Originallyapproved in 2001. Last previous edition approved in 2007 as F2099 01 (2007).DOI: 10.1520/F2099-01R14.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For

15、 Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1straightedge to the next set of UTM tick marks and again drawa single li

16、ne connecting them. Continue this process until allhorizontal lines are drawn.5.3.2 Starting at either side of the map, align the straight-edge on the UTM tick marks at the top and bottom of the map,ensuring the numbers are the same. In a single stroke, draw aline connecting the tick marks. Move the

17、 straightedge to thenext set of UTM tick marks and again draw a single lineconnecting them. Continue this process until all vertical linesare drawn.5.4 When possible, maps should be reviewed and grid linesdrawn on the maps before being used on a search so that theprocedure in 5.3 does not have to be

18、 performed during thesearch.6. Preparing UTM Coordinates on a Base Map forCopying to a Field Map6.1 Position a sheet of paper, the same size as the paper ontowhich the map will be copied, over the area of the base mapwhich is to be copied.6.1.1 When placing the paper, consider that succeedingsteps o

19、f this procedure will shift the copy area down and to theleft and that the copy machine may not be able to copy to theedges of the desired area.6.2 Place a piece of removable, nondestructive tape, such aswhite copy or correction tape or transparent tape, on the basemap along the entire bottom edge o

20、f the paper.6.3 Place a piece of removable, nondestructive tape, such aswhite copy or correction tape or transparent tape, on the basemap along the entire left edge of the paper.6.4 Remove the sheet of paper from the base map.6.5 Wherever the tape along the bottom edge of the copyarea crosses a vert

21、ical line connecting UTM tick marks,transfer the last two (large) digits of the corresponding UTMcoordinates from the top or bottom of the map to the tape.6.6 Wherever the tape along the left edge of the copy areacrosses a horizontal line connecting UTM tick marks, transferthe last two (large) digit

22、s of the corresponding UTM coordi-nates from the left or right side of the map to the tape.6.7 Place the marked area of the map on the copy machine,with the lower left corner of the tape being the referencecorner. Ensure that the information transferred to the tapeappears within the copy area, consi

23、dering that the copymachine may not copy completely to the edges of the original.6.8 Make copies as needed for the anticipated size of theincident.7. Reading the UTM Coordinates for Search and RescueOperations7.1 Reading the UTM coordinates using eight digits pro-vides a 10-m (32.8-ft) accuracy. All

24、 numbers are read right,then up. Reading four digits to the right and four digits upprovides the eight digits.7.2 The four digits read to the right and the four digits readup are the ten-thousands, thousands, hundreds, and tens ofmetres.7.3 The ten-thousands and thousands of metres digits areread di

25、rectly from the map and are the digits transferred to thetape in 6.3. The hundreds of metres digit is the first interpola-tion from the grid overlay and the tens of metres is the secondinterpolation.8. Keywords8.1 management; map; search; topographical; universaltransverse; USGS; UTMAPPENDIX(Nonmand

26、atory Information)X1. METHOD FOR FINDING THE UTM COORDINATES OF A POINT ON A1:24 000 SCALE USGS TOPOGRAPHIC MAPX1.1 On a 1:24 000 scale USGS topographic map (712min), the UTM values are shown at tick marks along the edgesof the map. At each tick mark there is a three- or four- digitnumber. The first

27、 one or two numbers will be printed smallerthan the third and fourth. One of the numbers along each edgemay have small trailing zeroes and the letter “m” with a larger“E” or “N.” See Fig. X1.1. Position is reported using thesenumbers.X1.2 The intersections of the UTM tick marks form squares1000 m to

28、 a side.X1.3 To find the UTM coordinates of a point, the 1000-msquare containing the point is divided into ten equal parts ineach direction and the position is reported in tenths readingright, then up. Dividing the grid into tenths can be done byestimating or with a transparent overlay. Each UTM gri

29、d for agiven map scale is the same size and is a true square (heightequals width; sides are at right angles), which is why anoverlay can be used.X1.4 As an example of determining UTM coordinates, theposition of “X” in Fig. X1.2 will be found.X1.4.1 First, the “X” is to the right of the large digits

30、“92”(ignore the letters and small numbers). Then, counting to theright, the “X” is between Lines 6 and 7. Since it is closer toLine 6, its position is noted as 926.X1.4.2 Next, find the large digits that the “X” is above or upfrom, in this case, “96.” Then counting up, the “X” is betweenLines 5 and

31、6. Since it is closer to Line 5, its position is notedas 965.F2099 01 (2014)2X1.4.3 The location of the “X” would be reported as“926965.” The coordinates are read right and up.X1.4.4 This set of six numbers locates the position of “X” towithin 100 m.X1.5 To find the position of “X” within 10 m, the

32、100-msquare containing “X” is divided into tenths in a similarfashion.X1.5.1 The center of the “X” is to the right of Line 6 andapproximately one quarter of the way across the 100-m gridtowards Line 7. This coordinate would be 9262 (or 9263depending on how the position is interpolated.)X1.5.2 In the

33、 vertical or up direction, the center of the “X”is three or four tenths of the way up from Line 5. Thiscoordinate would be 9653 (or 9654).X1.5.3 The position of “X” would be reported as 92629653.This locates “X” to within 10 m.X1.6 Always report the right then up coordinates, but do notuse those wor

34、ds in the position report and do not leave a spacebetween the numbers. A pause may be inserted between thetwo sets of digits when reading them aloud.X1.7 There must always be an even number of digits in thelocation coordinates so a leading or trailing zero (0) must beused when necessary.X1.8 The num

35、ber of digits in the right and up coordinatesmust be equal.X1.9 As a second example, the location of “Y” is 920968 towithin 100 m and 92049679 to within 10 m.X1.10 A grid, drawn to 1:24 000 scale is shown in Fig.X1.3. When copied onto transparent material, it can be used asan overlay for determining

36、 UTM position.FIG. X1.1 1000-m UTM Grids RepresentationFIG. X1.2 UTM Grids of Fig. X1.1 Showing Divided Grid for Determining PositionFIG. X1.3 Grid for Making a UTM OverlayF2099 01 (2014)3ASTM International takes no position respecting the validity of any patent rights asserted in connection with an

37、y item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical

38、 committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration a

39、t a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor

40、Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).F2099 01 (2014)4

copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
备案/许可证编号:苏ICP备17064731号-1