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RIM Protocol

Overview

The RIM (Riverscape Inundation Mapping) Protocol was created with the intent to replace The Riverscapes Inundation Mapper Tool, or RIM, that was developed as part of Karen Bartelt's Thesis (Bartelt et al. 2021) to aid in the efficient mapping of structurally forced inundation patterns in beaver impacted riverscapes.

note

RIM layers can also be used in the LTPBR V2 DCE Protocol with a more limited subset of metrics.

Protocol Summary

AttributeValue
NameRIM Protocol
StatusExperimental Grade
Version1.0
XML URLhttps://github.com/Riverscapes/RiverscapesXML/blob/master/QRiS/protocols/rim_protocol.xml
CitationBartelt KM, Belmont P, Gilbert JT, Hammill E, Macfarlane WW, Saunders WC, et al. (2025) Mapping valley bottom inundation patterns from beaver dam activity: A potential proxy for hydrologic inefficiency. PLOS Water 4(11): e0000428. https://doi.org/10.1371/journal.pwat.0000428
AuthorKaren Bartelt

Layers & Metrics

TypeMetricsDescription
LineNumber of Dams, Dam Density, Number of Intact Dams, Intact Dam Density, Number of Breached Dams, Breached Dam Density, Number of Blown Out Dams, Blown Out Dam Density, Ratio of Dam Crest Length to the Valley Length (all dams), Ratio of Dam Crest Length to the Valley Length (intact dams), Ratio of Dam Crest Length to the Valley Length (active dam crest length), Percent of Dam Crest Length that is Actively Structurally Forcing FlowRepresentation of the crest profile of dams, with attributes to track whether they are active in causing structural forcing of flow, as well as their current physical status.

Layer Attributes

TypeDescription
MainThe thalweg that follows the deepest point of the primary anabranch
AnabranchThalwegs that follow the deepest point of a fully formed (i.e. has an active channel bed) secondary anabranch that is longer than 2 ocularly estimated bankfull channel widths
SplitThalwegs that follow the deepest point of structurally forced sheetflow, or short secondary anabranches
BraidThalwegs within the primary anabranch that are not the main thalweg and are not structurally forced by large wood or beaver dams. These typically depart and return from the main thalweg or an anabranch thalweg

Resources

Weber et al. 2024

Low-Tech Process-Based Restoration Design and Monitoring Protocol: Standard Methods for Developing Project Designs and Assessing Riverscape Health

Bartelt et al. 2021

Valley bottom inundation patterns in beaver-modified streams: A potential proxy for hydrologic inefficiency