Checking for non-preferred file/folder path names (may take a long time depending on the number of files/folders) ...

Measurement and Infrastructure Gap Analysis in Utah's Great Salt Lake Basin


Authors:
Owners: This resource does not have an owner who is an active HydroShare user. Contact CUAHSI (help@cuahsi.org) for information on this resource.
Type: Resource
Storage: The size of this resource is 220.9 MB
Created: Jun 24, 2024 at 3:53 p.m.
Last updated: Aug 01, 2024 at 8:02 p.m.
DOI: 10.4211/hs.8bf055dbe78b46d184cc7a4bb53931c7
Citation: See how to cite this resource
Sharing Status: Published
Views: 1266
Downloads: 438
+1 Votes: Be the first one to 
 this.
Comments: 2 comments

Abstract

The Measurement Infrastructure Gap Analysis in Utah’s Great Salt Lake Basin was a comprehensive inventory and analysis of existing diversion and stream measurement infrastructure along 19 primary river systems, as well as a preliminary investigation of measurement infrastructure gaps around Great Salt Lake proper. The purpose of this “Gap Analysis” was to develop methods to identify and prioritize areas throughout the Great Salt Lake basin where new or updated measurement infrastructure is needed to serve diverse objectives. The following gaps were identified: (1) existing measurement infrastructure quality and completeness gaps, (2) stakeholder identified gaps, and (3) potential spatial gaps in hydrologic understanding. By adapting the prioritization schema originally presented in the Colorado River Metering and Gaging and Gap Analysis to equally weight these three gap types at the HUC12 scale, a flexible framework for prioritizing new or updated measurement infrastructure in areas with large cumulative measurement gaps was developed, and high, medium, and low priority HUC12s were identified.

Results showed that 250 diversion and 28 stream measurement devices along primary systems had at least one quality and/or completeness gap. The most common quality and completeness gaps were insufficient device types, lack of telemetry, and data record interval. Stakeholders suggested 50 instances of new or updated diversion measurement infrastructure, 95 instances of new or updated stream measurement infrastructure, and 39 recommendations for continued funding of existing measurement infrastructure—totaling 185 stakeholder-identified gaps. To provide a spatially consistent approach to identifying potential gaps in hydrologic understanding, geospatial datasets describing features or attributes that can impact local hydrology were used to identify measurement gaps at the HUC12 scale. Among HUC12s that overlapped with the river systems included in this analysis, HUC12s with the greatest number of potential spatial gaps were in the Bear River sub-basin and near reservoirs in the Weber River sub-basin.

Based on the prioritization schema applied to synthesize these three gap types, there were 52 HUC12s along primary systems classified as high priority for measurement improvement. Of the 250 existing diversion and 28 stream measurement devices with at least one quality and/or completeness gap, 217 and 10 devices, respectively, were located within high priority HUC12s. Most stakeholder-identified gaps identified in the Weber and Jordan River sub-basins also fell within high-priority HUCs. Eighteen unique agencies suggested new or updated measurement infrastructure or continued funding of existing measurement infrastructure in high-priority HUC12s, demonstrating some consensus regarding measurement gaps in critical areas. There were 6 high priority HUC12s with no existing measurement infrastructure quality and completeness gaps, and 11 high priority HUC12s with no stakeholder-identified gaps. High priority HUC12s highlighted only due to potential spatial gaps may warrant additional investigation to further understand potential measurement gaps in these HUC12s.

Because the prioritization schema applied equally weighted all three gap types, it likely does not fully represent the diverse missions and priorities of different stakeholder groups. To facilitate an adaptable approach to prioritize measurement gaps within the Great Salt Lake basin, raw data for each of the three gap types are provided to allow varied prioritization schemes to be developed by weighting gap types differently or considering subsets of data. These data provide the basis for stakeholders within the Great Salt Lake basin to collectively prioritize future investments in gaging infrastructure and better manage water throughout the Great Salt Lake basin.

Subject Keywords

Coverage

Spatial

Coordinate System/Geographic Projection:
WGS 84 EPSG:4326
Coordinate Units:
Decimal degrees
Place/Area Name:
Utah's Great Salt Lake Basin
North Latitude
42.1739°
East Longitude
-110.3620°
South Latitude
37.8546°
West Longitude
-114.2220°

Content

Credits

Funding Agencies

This resource was created using funding from the following sources:
Agency Name Award Title Award Number
Utah Division of Water Rights

Contributors

People or Organizations that contributed technically, materially, financially, or provided general support for the creation of the resource's content but are not considered authors.

Name Organization Address Phone Author Identifiers
Carri Richards Utah State University

How to Cite

Lukens, E., E. K. Turney, S. Null, B. Neilson (2024). Measurement and Infrastructure Gap Analysis in Utah's Great Salt Lake Basin, HydroShare, https://doi.org/10.4211/hs.8bf055dbe78b46d184cc7a4bb53931c7

This resource is shared under the Creative Commons Attribution CC BY.

http://creativecommons.org/licenses/by/4.0/
CC-BY

Comments

Eileen Lukens 1 month, 1 week ago

Corrections to the Gap Analysis Report and Provided Data (08/06/2024)

The Timpanogos Canal (Utah County) Diversion Station ID number: 87 has an incorrect X and Y UTM in the Geodatabase. The Correct X and Y UTM is (444367.732, 4462939.679)

Based on feedback from stakeholders and verification from the river commissioner, the following statements are corrections to comments on Page 426 of the report (Provo River Flow Balance Diagram Segment 6 of 6).

Comment (a) currently states that “Water users are in the process of abandoning this diversion.”
Correction: While West Union and West Smith Ditch Companies have been largely dissolved, Provo City has purchased all physical assets from the West Smith Ditch Company and plans to use this diversion point indefinitely going forward. The primary use will be to convey water to Aquifer Storage sites within Provo City. Other water rights have also been approved for diversion at this location.

Comment (b) currently states that “When the West Smith (West Union) Canal was more heavily used, there was a point of return at this location. The diversion has been minimally used in recent years, so this return is now assumed negligible.”
Correction: The West Smith Ditch is still active (although now owned by Provo City) and returns from this canal can still occur at this location.

Comment (c) currently states “This diversion was inactive for decades, but infrastructure was left in place. There are plans to reactivate the station soon per the commissioner in June 2024. Arrow size is not reflective of the median diversion and corresponds to the default line width representing 0 – 5 CFS.”
Correction: This diversion has historically been used by Provo City for municipal purposes. This diversion will be used extensively in the near future. Arrow size is not reflective of the median diversion and corresponds to the default line width representing 0 – 5 CFS.

Comment (d) currently states “When the Mill Race diversion is active, it can combine with stormwater overflow channels to return water to the Provo River at this location. In recent years, this point of return has been strictly stormwater returns.”
Correction: Water from the Mill Race diversion has combined with stormwater returns to this channel in recent years.

Reply
+1 Votes: Be the first one to 
 this.

Eryn Turney 1 month ago

Correction to the Gap Analysis Report (08/15/2024)

On page 31 of the report (References), there is a spelling error for an Author's name. Stewert, C. (2022) should be Stewart, C. (2022). This reference is cited twice on page 624 (Appendix G: Presence of Trans-Basin Imports). We thank the author for letting us know, and apologize for the mistake.

Reply
+1 Votes: Be the first one to 
 this.

New Comment

required