My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2011-02-14_PERMIT FILE - C1980007A (3)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1980007
>
2011-02-14_PERMIT FILE - C1980007A (3)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/13/2018 7:01:03 AM
Creation date
4/14/2011 9:10:05 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
2/14/2011
Doc Name
SUBSIDENCE EVALUATION
Section_Exhibit Name
Exhibit 60E Subsidence Evaluation for the South of Divide and Dry Fork Mining Areas
Media Type
D
Archive
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
71
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
Subsidence Evaluation for the <br />Exhibit 60E South of Divide and Dry Fork Mining Areas Page 4 <br />0 3.0 FACTORS INFLUENCING SUBSIDENCE <br />Subsidence may be influenced by the local geology in the following ways: <br />Geologic structure Attitude of the bedrock, faulting, and jointing may affect the mine layout <br />and mining method employed. In steeply dipping, faulted coal beds, for example, a mine <br />layout and method, such as room - and - pillar or limited panel - pillar, may be required. Joints <br />often control the way in which the roof rocks break, cave, and fracture, both underground and <br />at the surface during mining and subsidence. In relatively flat - lying, unfaulted coal seams <br />like the South of Divide and Dry Fork mining areas, there is latitude to develop the most <br />efficient layout and method to recover a maximum amount of the coal resource with a <br />minimum of impact. <br />2. Strength and behavioral properties of the rocks These properties control the amount and rate <br />of subsidence. Strong, brittle sandstones and siltstones tend to break and cave in large blocks <br />on the mine floor. The bulking factor is greater for strong rocks than it is for soft, weak <br />rocks. The greater bulking factor of strong, caved material commonly reduces the height of <br />caving and the subsidence factor over soft, weak rocks. Conversely, the height of fracturing <br />often is greater for strong, brittle rocks than it is for soft, weak rocks. <br />3. Stratigraphic sequence The stratigraphic distribution of rock units (stratigraphic sequence) <br />influences the effects of mining and subsidence. For example, strong and brittle sandstones <br />• in the mine roof, as discussed above, can reduce the height of caving compared to shales, <br />whereas sandstones in the fractured zone above the caved zone may increase the height of <br />fracturing compared to shales. Conversely, the height of caving may be increased and the <br />height of fracturing decreased where weaker shale and claystones occur in the fractured zone <br />above the coal seam to be mined. <br />In addition, the lithology of the overburden rock may control the subsidence factor. The <br />subsidence factor may be less where the overburden contains a greater proportion of thick, <br />strong sandstones, and greater where the overburden contains thin, weak shales. In the South <br />of Divide and Dry Fork mining areas, the first 200 to 300 feet of rocks above the E -seam <br />consist primarily of siltstones, shales, claystones, local lenticular sandstones, and coal seams. <br />4. Moisture content Wet or saturated conditions in the mine roof and overburden tend to <br />reduce the bulking factor of the caved roof rocks. Therefore, the subsidence factor <br />commonly is greater under wet conditions than it is in dry conditions. In general, the greater <br />the saturation of the mine roof and overburden rocks, the greater the subsidence factor. <br />831 - 032.810 Wright Water Engineers, Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.