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2006-08-10_REVISION - M1977306
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2006-08-10_REVISION - M1977306
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Entry Properties
Last modified
6/16/2021 6:21:15 PM
Creation date
11/21/2007 8:54:28 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977306
IBM Index Class Name
Revision
Doc Date
8/10/2006
Doc Name
Monitoring Well map
From
Cotter Corporation
To
DRMS
Type & Sequence
TR4
Media Type
D
Archive
No
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GeoScience Services 2263 Kingston Road <br />r" Grand Junction, CO 87503 <br />~' ~' (970) 314-3356 <br />Date: July 18, 2006 <br />To: Glen Williams-Cotter Corporation, Nucla, Colorado <br />Re: The role of fractures in unsaturated transaort <br />The purpose of this letter is to discuss the role of fractures or faults in water and <br />contaminant transport in the unsaturated zone. The geology in the vicinity of the JD-6 <br />and JD-8 mines is characterized by large rotational blocks along faults associated with <br />the Pazadox valley. Since these faults underlie the waste-rock dumps for these mines, it <br />is important to understand the role of faults or fractures in the transport of potentially <br />contaminated water from the waste dumps. <br />Faults and fractures commonly exhibit higher intrinsic permeabilities than the <br />surrounding porous rock. Please note that the term intrinsic permeability is dependent <br />only on the characteristics of the medium and is independent of the fluid. Under <br />saturated conditions, faults and fractures act as preferential pathways that can result in the <br />rapid transport of groundwater. Under unsaturated conditions, however, the physics of <br />flow is significantly different as is the role of fractures and faults on water transport. <br />To understand these differences, it is important to understand the physics of flow in the <br />unsaturated zone. Water moves from high potential azeas to low potential areas in the <br />unsaturated zone. This would be analogous to water in the saturated zone moving from <br />areas of high pressure and/or high elevation to areas of low pressure and/or low elevation <br />as measured by hydraulic head. The total potential (`Yi) in the unsaturated zone is defined <br />by Equation. (1); <br />~t -~m+~z (1) <br />where (`Ym) is the matrix potential and (`Yz) is the gravitational potential. The matrix <br />potential is due to capillarity in the soil or rock while the gravitational potential is <br />dependent on the elevation of water in the soil. If the degree of saturation is constant in a <br />uniform soil, then the matrix potential will be uniform and water will move downward <br />under the influence of gravity. Under field conditions, variations in the degree of <br />saturation and non-uniform soils result in matrix potential differences that are important <br />in the movement of water in the unsaturated zone. Therefore, it is important to <br />understand the role of capillarity in the movement of water in the soil and fractures. <br />
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