My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2022-09-29_PERMIT FILE - C1980007 (5)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1980007
>
2022-09-29_PERMIT FILE - C1980007 (5)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/6/2022 2:53:18 PM
Creation date
10/6/2022 2:51:53 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
9/29/2022
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
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
80
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 Southern Panels, Apache Rocks West, & Sunset Trail Mining Areas Page 42 <br /> <br />831-032.923 Wright Water Engineers, Inc. <br />December 2021 <br />15.0 SUMMARY AND CONCLUSIONS <br />The measured subsidence parameters over the B-seam and E-seam longwall panels at the West <br />Elk Mine has fallen within the range of predicted subsidence parameters developed from the <br />original subsidence data collected over the Northwest B-seam longwall panels. In addition, the <br />annual subsidence field studies have observed subsidence effects at the expected locations and <br />consistent with the projections resulting from the modeling completed in the Exhibit 60 series. <br />The subsidence parameters also fall within the range of those measured and calculated by Dunrud <br />in four different coal mining areas in Colorado, Utah, and Wyoming (Dunrud 1987). The <br />subsidence parameters also are consistent with the appropriate National Coal Board graphs <br />(Figures 4 and 5). <br />Results of subsidence measurements and analyses in the West Elk subsidence monitoring area also <br />are in general agreement with the computer modeling programs developed in the Eastern United <br />States. These favorable comparative results calibrated by West Elk subsidence measurements, <br />therefore, give added assurance that the subsidence parameters projected for the Southern Panels, <br />Apache Rocks West, and Sunset Trail mining areas are realistic and correct. <br />Specific conclusions are as follows: <br />1. Maximum vertical displacement (subsidence), tilt, and horizontal strain predicted for <br />longwall mining in the Southern Panels, Apache Rocks West, and Sunset Trail mining <br />areas are likely to be conservative values. Subsidence monitoring data collected after <br />mining of longwall panels E1 through E3 show that actual subsidence was at the lower end <br />of the predicted range. Similarly, the computer model projections overestimated the <br />subsidence over panel E1, while accurately predicting subsidence along Dry Fork over <br />panels E2 and E3. <br />2. Mining of the longwall mining panels in the Southern Panels mining area will not impact <br />Minnesota Reservoir. The reservoir is completely out of the area of mining influence. All <br />mine workings, including E-seam and B-seam longwall panels are 500 to 600 feet farther <br />away from the reservoir footprint, using even a 45-degree angle of draw. Mining in panels <br />E2 and E3 occurred without any adverse impacts to the reservoir. In addition, Minnesota <br />Reservoir is the outside area of influence for two-seam mining in the Apache Rocks West <br />mining area. <br />3. No cracks have been observed in the alluvium in any of the drainages of the Dry Fork of <br />Minnesota Creek, or Deep Creek. The composition and thickness of the alluvium in these <br />drainages make it unlikely for cracks to form in the stream channels of drainages in the <br />Southern Panels, Apache Rocks West, and Sunset Trail mining areas. Two-seam mining <br />under Dry Fork will produce some of the largest projected subsidence parameters <br />experienced at the West Elk Mine. However, based on the lack of adverse impacts due to <br />the E-seam mining, the B-seam panels B26 to B29 are not anticipated to impact the channel <br />due, in part, to the greater overburden thickness.
The URL can be used to link to this page
Your browser does not support the video tag.