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    Analysis of a persistant early winter open water zone within the ice-covered Tanana River near Fairbanks, Alaska using field studies, remote sensing, and hydraulic modeling

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    Author
    Scragg, Matthew C.
    Chair
    Arp, Christopher
    Committee
    Brown, Dana
    Sullivan, Taylor
    Toniolo, Horacio
    Keyword
    Ice on rivers, lakes, etc.
    Hydraulic models
    Ice mechanics
    Hydrodynamics
    Tanana River
    Metadata
    Show full item record
    URI
    http://hdl.handle.net/11122/16239
    Abstract
    Frozen rivers serve as important transportation corridors for Alaskans during winter. Open water zones (OWZs, i.e., open leads) in otherwise ice-covered rivers present a hazard because their location and causes are poorly understood. I studied one persistent OWZ on the Tanana River near Fairbanks using field studies, remote sensing, and hydraulic modeling. Interannual occurrence and duration of the OWZ was identified from 2014 to 2023 using optical satellite images and synthetic aperture radar. In eight out of ten years, an OWZ zone formed when an ice jam occurred at an upstream channel constriction during freeze-up. In the other two years, a partial ice cover developed downstream of the reach and no OWZ formed. I suspected this initial ice jam where the channel narrowed played an important role in OWZ formation. To test this, I performed simulations of various ice covers and discharges in HEC-RAS to evaluate flow hydraulics restrictive or conducive to ice cover formation. Model results demonstrated that initial ice jam locations influence a range of potential velocities that may prevent ice formation. Long­ term records showing increasing discharge on the Tanana during freeze-up may impact the formation of persistent OWZs and future river ice regimes. My findings indicate that channel form, discharge, and ice jams may explain the occurrence of many OWZs in otherwise ice- covered rivers. Thus, considering channel form, hydrology, and ice-affected flow hydraulics will allow for better prediction of current and future river ice conditions, leading to improved winter travel safety across Alaska.
    Description
    Thesis (M.S.) University of Alaska Fairbanks, 2025
    Table of Contents
    Chapter 1: Introduction. Chapter 2: Methods -- 2.1 Study area -- 2.2 Reach characterization and field measurements -- 2.3 Remote sensing detection of freeze-up and open water zone occurrences -- 2.4 Hydraulic modeling of ice covers. Chapter 3: Results -- 3.1 Reach characteristics from field measurements -- 3.2 Remote sensing detection of freeze-up and open water zone occurrences -- 3.3 Conditions associated with freeze-up events and open water zones -- 3.4 Hydraulic modeling of ice covers. Chapter 4: Discussion -- 4.1 Reach characteristic associations with ice jams and open water zone hydraulics -- 4.2 Conditions associated with freeze-up events and open water zones -- 4.2 Hydraulic impacts of ice jams during freeze-up. Chapter 5: Conclusions.
    Date
    2025-05
    Type
    Thesis
    Collections
    Engineering

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