Award Date
12-1998
Degree Type
Thesis
Degree Name
Master of Science (MS)
Department
Geoscience
Advisor 1
Glenn V. Wilson
First Committee Member
Richard H. French, Chair
Second Committee Member
David L. Weide
Graduate Faculty Representative
Donald H. Baepler
Number of Pages
149
Abstract
The Nevada Test Site has over 400 subsidence craters formed by the collapse of overlying rock following underground nuclear tests. Under natural conditions, infiltration and recharge would not be considered likely due to infrequent precipitation events and extreme evapotranspiration. Crater U5a in Frenchman Flat was chosen for study because it intercepts significantly more drainage than surrounding craters. Vadose zone modeling was conducted to test the sensitivity of water movement to boundary and initial conditions. The effects of ponding depth was negligible but depth of wetting front movement was highly dependent on the lateral extent of the ponds. The model was insensitive to the initial conditions tested due to the extreme dryness of the soil.
Field and laboratory observations provide evidence for a 63,000 m3 pond occurring on the initial crater surface. Model results predict such a wetting front reaching the water table in 30 years. Sediment deposited by this large pond, however, provides an effective barrier to future infiltration and recharge.
Keywords
Groundwater recharge; Nevada – Nevada Test Site; Subsidences (Earth movements); Zone of aeration
Disciplines
Geology | Hydrology
File Format
Degree Grantor
University of Nevada, Las Vegas
Language
English
Repository Citation
Ely, David Matthew, "Uncertainty in recharge from subsidence craters at Frenchman Flat, Nevada Test Site: Impacts of initial and boundary conditions and media properties" (1998). UNLV Theses, Dissertations, Professional Papers, and Capstones. 1414.
http://dx.doi.org/10.34917/3339065
Rights
IN COPYRIGHT. For more information about this rights statement, please visit http://rightsstatements.org/vocab/InC/1.0/
Comments
Signatures have been redacted for privacy and security measures.