Award Date
1-1-2001
Degree Type
Thesis
Degree Name
Master of Science (MS)
Department
Geoscience
First Committee Member
Richard L. Orndorff
Number of Pages
223
Abstract
Effective discharge is defined as the streamflow that transports the most sediment over time and is therefore the flow that controls channel shape. Effective discharge was estimated for two sites along Lehman Creek, an alpine fluvial system. Site one (WL-1, 2951 m elevation) has an effective discharge of 0.083 m3/s and site two (WL-2, 2019 m elevation) has an effective discharge of 0.400 m3/s. Calculated bankfull discharges are 2.52 m3/s for WL-1 and 1.48 m3/s for WL-2. Bankfull/effective discharge ratios (b/e ratio) are 30.49 for WL-1 and 3.71 for WL-2. The b/e ratio difference may be due to the steeper gradient (WL-1: 0.14, WL-2: 0.062) at WL-1, which may indicate active downcutting as a response to tectonic uplift in the Basin and Range province. WL-1 also sits on resistant glacial debris (quartzite), which may cause Lehman Creek difficulty in shaping and maintaining its stream channel.
Keywords
Basin; Creek; Discharge; Effective; Estimating; Great; Lehman; National; Nevada; Park
Controlled Subject
Geology; Hydrology
File Format
File Size
5007.36 KB
Degree Grantor
University of Nevada, Las Vegas
Language
English
Permissions
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Repository Citation
Glonek, Lisa A, "Estimating effective discharge at Lehman Creek, Great Basin National Park, Nevada" (2001). UNLV Retrospective Theses & Dissertations. 1321.
http://dx.doi.org/10.25669/1emw-3vbr
Rights
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