Master of Science (MS)
First Committee Member
Richard L. Orndorff
Number of Pages
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.
Basin; Creek; Discharge; Effective; Estimating; Great; Lehman; National; Nevada; Park
University of Nevada, Las Vegas
If you are the rightful copyright holder of this dissertation or thesis and wish to have the full text removed from Digital Scholarship@UNLV, please submit a request to email@example.com and include clear identification of the work, preferably with URL.
Glonek, Lisa A, "Estimating effective discharge at Lehman Creek, Great Basin National Park, Nevada" (2001). UNLV Retrospective Theses & Dissertations. 1321.