2025 CSDMS meeting-132: Difference between revisions
From CSDMS
Created page with "{{CSDMS meeting personal information template-2025 |CSDMS meeting first name=Josie |CSDMS meeting last name=Arcuri |CSDMS Pronouns=She/Her |CSDMS meeting institute=INSTAAR |CSDMS meeting city=Boulder |CSDMS meeting country=United States |CSDMS meeting state=Colorado |CSDMS meeting email address=Josephine.Arcuri@colorado.edu }} {{CSDMS meeting select clinics1 2025 |CSDMS_meeting_select_clinics1_2025=6) Will not attend a clinic this day }} {{CSDMS meeting select clinics2 2..." |
No edit summary |
||
Line 27: | Line 27: | ||
|CSDMS meeting abstract title=Modeling formative floods in gravel-bedded rivers with bedfast ice | |CSDMS meeting abstract title=Modeling formative floods in gravel-bedded rivers with bedfast ice | ||
|Working_group_member_WG_FRG=Terrestrial Working Group | |Working_group_member_WG_FRG=Terrestrial Working Group | ||
}} | |||
{{CSDMS meeting authors template | |||
|CSDMS meeting coauthor first name abstract=Irina | |||
|CSDMS meeting coauthor last name abstract=Overeem | |||
|CSDMS meeting coauthor institute / Organization=INSTAAR | |||
|CSDMS meeting coauthor town-city=BOULDER | |||
|CSDMS meeting coauthor country=United States | |||
|State=Colorado | |||
|CSDMS meeting coauthor email address=Irina.Overeem@colorado.edu | |||
}} | |||
{{CSDMS meeting authors template | |||
|CSDMS meeting coauthor first name abstract=David | |||
|CSDMS meeting coauthor last name abstract=Vetsch | |||
|CSDMS meeting coauthor institute / Organization=ETH Zurich | |||
|CSDMS meeting coauthor town-city=Zurich | |||
|CSDMS meeting coauthor country=Switzerland | |||
|CSDMS meeting coauthor email address=vetsch@vaw.baug.ethz.ch | |||
}} | }} | ||
{{CSDMS meeting abstract template 2025 | {{CSDMS meeting abstract template 2025 |
Revision as of 14:54, 1 April 2025
(if you haven't already)
Log in (or create account for non-CSDMS members)
Forgot username? Search or email:CSDMSweb@colorado.edu
Browse abstracts
Modeling formative floods in gravel-bedded rivers with bedfast ice
Josie Arcuri,
(She/Her),INSTAAR Boulder Colorado, United States. Josephine.Arcuri@colorado.edu
Irina Overeem, INSTAAR BOULDER Colorado, United States. Irina.Overeem@colorado.edu
David Vetsch, ETH Zurich Zurich , Switzerland. vetsch@vaw.baug.ethz.ch
Gravel-bedded rivers are shaped during floods. Over time, certain floods do the most “geomorphic work” on river beds and banks by maximizing the product of sediment transport magnitude and frequency. The flood that does the most geomorphic work is known as the “formative flood” - it may not be the peak, but it reoccurs more often. However, it is unclear if this concept applies to freshet-dominated rivers in the Arctic. Gravel-bedded rivers in the Arctic continuous permafrost zone are occupied by river ice for 7-9 months each year. Freshet-dominated rivers in this region, like the Canning River, AK, receive a peak flood following snow melt while river ice can resist breakup for weeks, extending flood duration and magnitude. Still, the spring freshet occurs when hydraulic cross-sections are restricted by bedfast ice, limiting bed and bank exposure, but maximizing stage height. In contrast, summer floods generated by storm runoff occur when ice is absent, multiple times per year. Still, river bank and bed gravel is coarse and difficult to transport under low flows. We aim to investigate which flood maintains the Canning River’s hydraulic geometry, and more generally the hydraulic geometry of all ice-impacted, gravel-bedded rivers.
We explore if there is a formative flood for rivers that develop bedfast river ice with Basement V4. We focus on a 20 km reach of the Canning River in Arctic Alaska, where we monitored break-up period from 2021 through 2024. We use USGS data for realistic peak discharges, ArcticDEM for surface topography, and field measurements of river ice thickness to drive the model. We assess geomorphic significance of bedfast river ice with metrics for potential sediment transport along river bank toes - the main process eroding river banks in this setting.
Initial results suggest that even extreme floods are unlikely to fill the bankfull channel or erode river banks when the channel is free of ice. Conversely, we find that up to 1m of river ice during the spring freshet can induce bank erosion, under a constant discharge of 900 m3/s. For the Canning River, the spring freshet is likely the formative flood. Our findings also suggest that the recurrent development of bedfast river ice over winter leads to wider rivers.