My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ENFORCE24971
DRMS
>
Back File Migration
>
Enforcement
>
ENFORCE24971
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 7:33:32 PM
Creation date
11/21/2007 10:51:52 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1983033
IBM Index Class Name
Enforcement
Doc Date
11/2/1999
Doc Name
BLASGING AT WALSTRUM QUARRY ALBERT FREI AND SONS INC PN M-83-033
From
DMG
To
DWIGHT WILLIAMS
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
12
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
O Citizen Interests 0 <br />briefly above. Rather like the wine glass that was shattered by the <br />opera singer holding a sustained note, a structure has a "natural" <br />frequency at which it will vibrate when "excited". When an incoming <br />ground motion is at that same natural frequency, then the structure <br />is "excited", and the resulting response can well exceed the <br />intensity of the incoming o ound motion. 'Ibis again is the reason <br />cahv the regulations permit higher vibrations at high frequencies <br />than they do at low frequencies. Because of this also, since this <br />phenomenon has already been taken into account, the regulations <br />control the incoming ground motion only. From the point of view of <br />perception, therefore, a person will be less disturbed by a blast <br />when he is outside his house than when he is inside it. From the <br />viewpoint of actual effects, however, the citizen may well have <br />noticed the potted plants on his window sill vibrate, and he may <br />consider it reasonable to req~iest that vibration measurements be <br />taken on the window sill. The mine operator would be justified in <br />declining that request, as it would only measure the response of <br />the structure at that point, arui not be a valid measurement of <br />ground motion under the OSMRE regulations. <br />When frequencies are very low, about 4 to 12 Hz, and structures <br />respond, then the maximum danger of actual damage occurring exists. <br />A small possibility exists of damage at velocities even below 1.0 <br />inch per second, which accounts for the low velocities allowed an <br />the Blasting Level Chart, Figure 12 on page 24 of this manual. As <br />frequencies increase, the likelihood of structural response <br />decreases, and the allowable limits increase. The actual effect of <br />a grourd vibration close to, but not exceeding 2.0 inches per <br />second, at a frequency at or above 30 Hz would be a highly <br />rice tib~le vibration, and probably a very annoying one, but one <br />that would not cause damage. <br />Incidentally, ground motion has to be far above these levels to <br />threaten wells or aquifers, although these problems are frequently <br />feared and complained of. <br />AI~IIVOYANCE <br />The above discussion on perceived and actual vibration effects <br />has had the central theme of annoyance running through it. <br />Unfortunately, annoyance is very difficult to quantify, and it is <br />further complicated by the fact that not all human beings are <br />annoyed by the same things. Some of us simply do not worry about <br />things that drive others Crary. IL can also help to recognize that <br />as far as a local surface mine is concerned, the citizen who <br />originally tended to benefit from the operation, and who did not <br />oppose the application, will be far less annoyed by the operation <br />than the citizen who did oppose that operation, and who had to <br />watch it become an established operation in the face of his <br />objections. <br />117 <br />
The URL can be used to link to this page
Your browser does not support the video tag.