My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2012-06-20_PERMIT FILE - C2010089 (85)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C2010089
>
2012-06-20_PERMIT FILE - C2010089 (85)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 5:01:21 PM
Creation date
8/27/2012 9:51:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C2010089
IBM Index Class Name
PERMIT FILE
Doc Date
6/20/2012
Doc Name
Hydrograph Modeling Procedures and Assumptions
Section_Exhibit Name
Appendix 2.05.6(3)-2
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.
/
20
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
are relative to each other. Due to the higher conductivity in the spoil, the velocity vectors <br />in the spoil are significantly larger than those in the overburden. Although there are no <br />pumping wells or drains in this model, the drawdown model showed drawdowns of up to <br />40 feet, particularly in the vicinity of cells with a constant head value assigned to them. <br />The second model used all of the input parameters from the first model, but a line of <br />drain cells were added across the area within the permit boundary. The drain simulates <br />an open pit during mining. The bottom drain elevation for each cell is the approximate <br />floor of the pit at that location. Room was left on either side of the drain to simulate the <br />barrier pillars between the pit and the permit boundary. All cells south of the drain were <br />deactivated. No spoil was assumed in this model. When the model was run (see Figure <br />2.05.6(3) -2e), the equipotential surface generally mirrored that of the first model, <br />however close to the drain it sees a noticeable drop in elevation. The drop is greater on <br />the west side of the drain. The differences in head values on the west side of the pit are <br />highly similar to the drawdown seen in monitoring location GW -N8 as the highwall <br />approached (see Figure 2.05.6(3) -2a for the hydrograph). Velocity vectors in the region <br />of the highwall change directions towards the pit as they flow into the drain. The <br />drawdown model indicated values as high as 60 feet close to the drain. Since such a <br />drawdown would put the equipotential surface of the overburden below the coal zone, <br />such a value is not possible and the drawdown model was disregarded. This anomaly <br />was most likely caused by the drawdowns produced near constant head cells as seen in <br />the first model (mathematical over /undershoot). When comparing the equipotential <br />surfaces of the two models, the difference in head values is much more reasonable when <br />compared to observed drawdowns. If the drawdown model had been accurate, it would <br />have shown drawdowns equal the head differences between the two elevation models. <br />
The URL can be used to link to this page
Your browser does not support the video tag.