Difference between revisions of "GCDAMP Sediment"

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Beginning in 1998, [http://gcdamp.com/index.php?title=RECREATION '''recreational campsite area'''] has also been measured on a subset of the sandbar monitoring sites. Campsite areas are defined as areas that are flat (less than 8 degree slope), smooth (not rocky), and clear of dense vegetation. Monitoring data show that vegetation expansion and sandbar erosion/deposition contribute to reductions in campsite area.
 
Beginning in 1998, [http://gcdamp.com/index.php?title=RECREATION '''recreational campsite area'''] has also been measured on a subset of the sandbar monitoring sites. Campsite areas are defined as areas that are flat (less than 8 degree slope), smooth (not rocky), and clear of dense vegetation. Monitoring data show that vegetation expansion and sandbar erosion/deposition contribute to reductions in campsite area.
  
−
==[http://gcdamp.com/index.php?title=Long-term_Experimental_and_Management_Plan_(LTEMP) '''LTEMP Resource Goal for Sediment''']==  
+
==[http://gcdamp.com/index.php?title=Long-term_Experimental_and_Management_Plan_(LTEMP) '''LTEMP Resource Goal''']==  
 
Increase and retain fine sediment volume, area, and distribution in
 
Increase and retain fine sediment volume, area, and distribution in
 
the Glen, Marble, and Grand Canyon reaches above the elevation of the
 
the Glen, Marble, and Grand Canyon reaches above the elevation of the
 
average base flow for ecological, cultural, and recreational purposes.  
 
average base flow for ecological, cultural, and recreational purposes.  
  
−
==[http://gcdamp.com/index.php?title=Portal:Desired_Future_Conditions_-DFCs '''Desired Future Condition for  Sediment-Related Resources''']==
+
==[http://gcdamp.com/index.php?title=Portal:Desired_Future_Conditions_-DFCs '''Desired Future Condition''']==
 
High elevation open riparian sediment deposits along the Colorado River in sufficient volume, area, and distribution so as to provide habitat to sustain native biota and desired ecosystem processes<br>
 
High elevation open riparian sediment deposits along the Colorado River in sufficient volume, area, and distribution so as to provide habitat to sustain native biota and desired ecosystem processes<br>
 
• Nearshore habitats for native fish<br>
 
• Nearshore habitats for native fish<br>
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• Cultural resource preservation<br>
 
• Cultural resource preservation<br>
 
• Maintenance of camping beaches<br>
 
• Maintenance of camping beaches<br>
 +
 +
==[[Media:USGS GCMRC Status of LTEMP Metrics Report Dec11 2025-508Comp.pdf| '''Metrics''']]==
 +
Performance Metric:
 +
*Sand Bar Volume (includes multiple “sub-metrics”, e.g., normalized sandbar volume by type, mean sand bar response to HFEs)
 +
 +
Surveillance Metrics:
 +
*Sand Supply By River Segment (Sand Mass Balance)
 +
*Silt & Clay Retention by River Segment (Turbidity)
 +
 
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! <h2 style="margin:0; background:#cedff2; font-size:120%; font-weight:bold; border:1px solid #a3bfb1; text-align:left; color:#000; padding:0.2em 0.4em;">Updates</h2>
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! <h2 style="margin:0; background:#cedff2; font-size:120%; font-weight:bold; border:1px solid #a3bfb1; text-align:left; color:#000; padding:0.2em 0.4em;"> Updates </h2>
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[[File:SedimentSustainability.PNG|center|thumbnail|500px|https://www.usbr.gov/uc/progact/amp/twg/2022-01-13-twg-meeting/20220113-AnnualReportingMeeting-ProjectA-StreamflowWaterQualitySedimentTransportBudgetingColoradoRiverEcosystem-508-UCRO.pdf ]]
 +
 +
[[File:LongtermDecline.PNG|center|thumbnail|500px|https://www.usbr.gov/uc/progact/amp/twg/2022-01-13-twg-meeting/20220113-AnnualReportingMeeting-ProjectA-StreamflowWaterQualitySedimentTransportBudgetingColoradoRiverEcosystem-508-UCRO.pdf ]]
  
 
[[File:SandbarMonitoring2016.jpg|center|thumbnail|500px|[https://www.usbr.gov/uc/rm/amp/twg/mtgs/17jan26/AR3_Grams.pdf https://www.usbr.gov/uc/rm/amp/twg/mtgs/17jan26/AR3_Grams.pdf] ]]  
 
[[File:SandbarMonitoring2016.jpg|center|thumbnail|500px|[https://www.usbr.gov/uc/rm/amp/twg/mtgs/17jan26/AR3_Grams.pdf https://www.usbr.gov/uc/rm/amp/twg/mtgs/17jan26/AR3_Grams.pdf] ]]  
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As discharges less than 9,000 ft3/s became less common, the discharge of the river became progressively more conducive to the conveyance of sand through or the erosion of sand from Marble and upper Grand Canyons. [https://pubs.usgs.gov/pp/pp1677/pdf/pp1677.pdf]
 
As discharges less than 9,000 ft3/s became less common, the discharge of the river became progressively more conducive to the conveyance of sand through or the erosion of sand from Marble and upper Grand Canyons. [https://pubs.usgs.gov/pp/pp1677/pdf/pp1677.pdf]
 +
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|-
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! <h2 style="margin:0; background:#cedff2; font-size:120%; font-weight:bold; border:1px solid #a3b0bf; text-align:left; color:#000; padding:0.2em 0.4em;"> How long is sand stored on the bed of the river? </h2>
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 +
Bedrock-canyon rivers tend to be supply limited because they are efficient transporters of sediment and not because the upstream supply of sediment is small. Following episodic tributary floods that supply finer sand, sand migrates quickly downstream in the form of a wave in which large systematic changes in bed-sand grain size occur. The tributary fine-sediment (i.e., sand, silt, and clay) supply to the Colorado River in our study area is bimodal, with a clay primary mode and a sand-silt secondary mode. The tributary sand supply grades smoothly into the silt-and-clay supply such that the sand-size sediment comprises the coarser part of this secondary mode, which occurs in very fine sand (0.0625–0.125 mm) for the Paria River and in medium silt (0.0156–0.0312 mm) for the LCR. Both tributaries supply more silt and clay to the Colorado River than they do sand. During sediment years 1998–2017, silt and clay comprised 60.6% and 88.1% of the fine sediment supplied by the Paria River and LCR, respectively. Of the total amount of sand supplied since 2011, the Paria River has contributed 57%, the LCR has contributed 21%, and all other tributaries combined have contributed 22%. The largest quantities of sand are supplied by the Paria River and LCR during summer thunderstorm-generated floods that last hours to a day. Large sand loads are rare during winter and spring months on both rivers.
 +
 +
Our late-1990s observations suggested that tributary floods generated sand waves that split into two packets, A and B: packet A was finer than packet B and migrated downstream in the Colorado River with a celerity slightly slower than the water velocity. Packet B migrated much more slowly than packet A; the amalgamated front of packet B had migrated only ∼10 km in the 3 and 10 days after two Paria River floods. The primary peak in QSAND—1/βQ cross covariance decays to background within 7–20 days of a tributary flood at all but the RK49 station, thus indicating that much of packet A exits our study area quickly. The lower celerity of packet B causes the secondary cross-covariance peak to become distinct from the primary peak with increasing distance downstream. '''Following a Paria River flood, the secondary peak (packet B) separates from the primary peak (packet A) between the RK49 and RK99 stations, and it takes ∼198 and ∼290 days for the tail of packet B to respectively reach these stations. Following an LCR flood, packet B separates from packet A upstream from the RK141 station, and it takes ∼261 days for the tail of packet B to reach this station.''' [https://agupubs.onlinelibrary.wiley.com/doi/epdf/10.1029/2020JF005565]
 +
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|-
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! <h2 style="margin:0; background:#cedff2; font-size:120%; font-weight:bold; border:1px solid #a3b0bf; text-align:left; color:#000; padding:0.2em 0.4em;"> Sediment Augmentation </h2>
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 +
[http://www.riversimulator.org/Resources/USBR/LTEP/Randle2007.pdf Randle, T.J., Lyons, J.K., Christensen, R.J., and Stephen, R.D., 2007, Colorado River ecosystem sediment augmentation appraisal engineering report: Bureau of Reclamation, Technical Service Center, Sedimentation and River Hydraulics Group, Denver, Colorado, 71 p.]
 +
 +
Grand Canyon sediment augmentation would have two primary purposes:
 +
 +
#Seasonally increase the turbidity of the Colorado River to provide cover for native and endangered fish during the months of May through December. This is the period when young-of-the year humpback chub emerge from the Little Colorado River and then rear in the Colorado River (U.S. Department of the Interior, Bureau of Reclamation, 1995). These native fish evolved in a turbid environment and may use it for cover from potential predators.
 +
#Annually increase the sand supply to the Colorado River during beach-building flows to build larger sandbars, especially in Marble Canyon, through fluvial processes.
 +
 +
Sediment slurry pipelines that would deliver sediment from the Navajo Canyon arm of
 +
Lake Powell to the Colorado River below Glen Canyon Dam or near Lees Ferry are
 +
believed to be technically feasible. Five sediment augmentation alternatives have been
 +
formulated and evaluated. Alternatives are available to deliver fine sediment and sand to
 +
the Colorado River, either below Glen Canyon Dam or near Lees Ferry.
 +
 +
Attempts have been made to formulate each alternative to minimize environmental
 +
impacts and to avoid cultural resource impacts. No major environmental impacts for any
 +
of the five alternatives have been identified at this time.
 +
 +
Sediment source areas in Lake Powell seem to be the most logical choice because of cost
 +
and because the sediments in Lake Powell would have naturally reached the Colorado
 +
River below the site of Glen Canyon Dam. Sediment source areas in Navajo Canyon are
 +
much closer to Glen Canyon Dam than other major source areas in Lake Powell.
 +
Laboratory analysis of one sediment sample from Navajo Canyon did not detect any
 +
contaminants above background levels. A more intensive sediment sampling program
 +
would be needed to verify if this finding is applicable to more of the sediments within
 +
Navajo Canyon.
 +
 +
Although the present and future sedimentation volumes in Navajo Canyon may not be
 +
enough to sustain a Grand Canyon sediment augmentation program over the long term,
 +
the volumes should be sufficient for one or two decades (see figure 8). Sediments in
 +
Navajo Canyon could be dredged first and then the submerged slurry pipelines and
 +
floating pumping stations could be moved to an upstream source such as the Escalante
 +
River or San Juan River deltas.
 +
 +
Sediment slurry pipelines can deliver large quantities of sediment, and over long
 +
distances, much more efficiently and at less cost than barges or trucks. Submerging
 +
sediment slurry pipelines in Lake Powell appears to be a viable option with much less
 +
impact than overland routes from major sediment source areas in Lake Powell where no
 +
direct roads presently exist.
 +
 +
The augmentation of fine sediment should be considered in conjunction with alternatives
 +
that would increase the summer water temperatures released from Glen Canyon Dam
 +
(e.g., selective withdrawal of water from Lake Powell). Native and endangered fish in
 +
Grand Canyon National Park are impacted by less turbidity and colder water
 +
temperatures in summer compared to natural conditions (U.S. Department of the Interior,
 +
Bureau of Reclamation, 1995). Turbidity may provide native fish with cover from
 +
predation. In the absence of turbid conditions, native fish tend not to be active during the
 +
day (U.S. Department of the Interior, Bureau of Reclamation, 1995). Although, colder
 +
water temperatures may impact young-of-the-year native fish in summer, the colder
 +
temperatures may also keep non-native warm-water fish from migrating upstream
 +
through Grand Canyon National Park. If water temperatures are increased, there is a
 +
concern that non-native warm-water fish may have the advantage (U.S. Department of
 +
the Interior, Bureau of Reclamation, 1995). The augmentation of fine sediment may
 +
provide the necessary cover for native and endangered fish.
  
 
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|style="color:#000;"|
  
 +
*[http://gcdamp.com/index.php?title=Portal:GCDAMP_Knowlege_Assessments GCMRC Annual Reports page]
 
*[https://www.gcmrc.gov/sandbar/ GCMRC Grand Canyon Sandbar Monitoring]
 
*[https://www.gcmrc.gov/sandbar/ GCMRC Grand Canyon Sandbar Monitoring]
 
*[http://gcdamp.com/index.php?title=The_HFE_Page The High Flow Experiment (HFE) Page]
 
*[http://gcdamp.com/index.php?title=The_HFE_Page The High Flow Experiment (HFE) Page]
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*[[Aeolian Sand Transport|  Aeolian Sand Transport Page]]
 
*[[Aeolian Sand Transport|  Aeolian Sand Transport Page]]
 
*[http://gcdamp.com/index.php?title=Turbidity Turbidity Page]
 
*[http://gcdamp.com/index.php?title=Turbidity Turbidity Page]
 +
*[http://gcdamp.com/index.php?title=GCDAMP-_Over-Flights Over Flights Page]
  
 
|-
 
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|-
 
|-
 
|style="color:#000;"|
 
|style="color:#000;"|
 +
 +
'''2026'''
 +
*[https://www.usbr.gov/uc/progact/amp/amwg/2026-02-26-amwg-meeting/uc-gcdamp-amwg-interdisciplinarysediment-508-20260226.pdf Interdisciplinary Sediment, Riparian Vegetation, and Cultural Resource Science]
 +
*[https://www.usbr.gov/uc/progact/amp/amwg/2026-02-26-amwg-meeting/uc-gcdamp-amwg-ltempsandmanagement-508-20260226.pdf Evaluation of LTEMP sand management]
 +
*[https://www.usbr.gov/uc/progact/amp/twg/2026-02-05-twg-meeting/uc-gcdamp-arm-riverbed-sandbarresponse-508-20260205.pdf Riverbed and Sandbar Response to Glen Canyon Dam Operations and High-Flow Experiments]
 +
*[https://www.usbr.gov/uc/progact/amp/twg/2026-02-05-twg-meeting/uc-gcdamp-arm-evaluationsandmanagement-508-20260205.pdf Evaluation of LTEMP sand management]
 +
*[https://www.usbr.gov/uc/progact/amp/twg/2026-02-05-twg-meeting/uc-gcdamp-arm-sandmanagement-508-20260205.pdf Reservoir Operational Strategies for Sustainable Sand Management in the Colorado River]
 +
 +
'''2025'''
 +
*[https://www.usbr.gov/uc/progact/amp/twg/2025-04-10-twg-meeting/uc-gcdamp-twg-arm-goal7metrics-508-20250410.pdf Goal 7 Metrics: Sediment]
 +
*[https://www.usbr.gov/uc/progact/amp/twg/2025-04-10-twg-meeting/uc-gcdamp-twg-arm-projecta-508-20250410.pdf Project A: Streamflow, Water Quality, and Sediment Transport and Budgeting in the Colorado River Ecosystem]
 +
 +
'''2024'''
 +
*[https://www.usbr.gov/uc/progact/amp/amwg/2024-02-29-amwg-meeting/20240229-ProjectB-UpdateRiverbedSandbarResponseDamOperationsHFE-508-UCRO.pdf Project B Update and Riverbed and sandbar response to dam operations and high-flow experiments ]
 +
*[https://www.usbr.gov/uc/progact/amp/amwg/2024-02-29-amwg-meeting/20240229-ProjectA-StreamflowWaterQualitySedimentTransportBudgetingColoradoRiverEcosystem-508-UCRO.pdf Project A: Streamflow, Water Quality, and Sediment Transport and Budgeting in the Colorado River Ecosystem ]
 +
*[https://www.usbr.gov/uc/progact/amp/twg/2024-01-25-twg-meeting/20240125-AnnualReportingMeeting-EffectsDamOperationsVegetationManagementPreservationGeomorphicConditionArchaeologicalSites-508-UCRO.pdf Effects of Reservoirs and Stock Ponds on Surface Water Runoff in the Little Colorado River Basin ]
 +
*[[Media:Sartain_AGU2023_poster_ARM.pdf| Assessing geomorphic change for 454 river km of the Colorado River in Grand Canyon, AZ via continuous and high-resolution water surface and bed profiles
 +
]]
 +
*[[Media:Kaplinski_Glen_canyon_flow_model_poster_20240114.pdf| Hydrodynamic modeling of the Colorado River between Glen Canyon Dam and Lees Ferry, Arizona]]
 +
 +
'''2024'''
 +
*[https://doi.org/10.3133/ofr20231093 Griffiths et al., 2024, Changes in sand storage in the Colorado River in Grand Canyon National Park from July 2017 through June 2020]
 +
*[https://www.usbr.gov/uc/progact/amp/twg/2024-01-25-twg-meeting/20240125-AnnualReportingMeeting-ChannelResponseHighFlowsWesternGrandCanyon-508-UCRO.pdf Channel Response to High Flows in Western Grand Canyon ]
 +
*[https://www.usbr.gov/uc/progact/amp/twg/2024-01-25-twg-meeting/20240125-AnnualReportingMeeting-ProjectAStreamflowWaterQualitySedimentTransportBudgetingColoradoRiverEcosystem-508-UCRO.pdf Project A: Streamflow, Water Quality, and Sediment Transport and Budgeting in the Colorado River Ecosystem ]
 +
*[https://www.usbr.gov/uc/progact/amp/twg.html#:~:text=Project%20B%20Update%20and%20Riverbed%20and%20sandbar%20response%20to%20dam%20operations%20and%20high%2Dflow%20experiments Project B Update and Riverbed and sandbar response to dam operations and high-flow experiments ]
 +
 +
'''2023'''
 +
*[https://www.usbr.gov/uc/progact/amp/twg/2023-01-26-twg-meeting/20230126-AnnualReportingMeeting-AContinuousHigh-ResolutionProfileRiverbedWaterSurface460-kmColoradoRiverGrandCanyon-508-UCRO.pdf A Continuous High-Resolution Profile of the Riverbed and Water Surface for 460-km of the Colorado River in Grand Canyon]
 +
*[https://www.usbr.gov/uc/progact/amp/twg/2023-01-26-twg-meeting/20230126-AnnualReportingMeeting-StreamflowSedimentVegetationDynamics-508-UCRO.pdf Project A: Streamflow, Sediment, and Vegetation Dynamics; Implications for Geomorphic Change in the Colorado River and its Tributaries]
 +
*[https://www.usbr.gov/uc/progact/amp/twg/2023-01-26-twg-meeting/20230126-AnnualReportingMeeting-StreamflowWaterQualitySedimentTransportBudgetingColoradoRiverEcosystem-508-UCRO.pdf Project A: Streamflow, Water Quality, and Sediment Transport and Budgeting in the Colorado River Ecosystem]
 +
*[[Media:ARM_salter.pdf| Numerical Modeling of Mud Transport, Storage, and Release on the Colorado River, Arizona]]
 +
 +
'''2022'''
 +
*[https://www.usbr.gov/uc/progact/amp/amwg/2022-08-18-amwg-meeting/20220818-Grams_Sandbars_AMWG_BAO_508.pdf Multi-Decadal Sandbar Response to Flow Management Downstream from a Large Dam-The Glen Canyon Dam on the Colorado River in Marble and Grand Canyons, AZ ]
 +
*[https://www.usbr.gov/uc/progact/amp/amwg/2022-02-10-amwg-meeting/20220210-SummarySedimentSandbarProjects-508-UCRO.pdf Summary of Sediment and Sandbar Projects GCMRC Projects A and B LTEMP Goal 7 ]
 +
*[https://www.usbr.gov/uc/progact/amp/twg/2022-01-13-twg-meeting/20220113-AnnualReportingMeeting-ProjectA-StreamflowWaterQualitySedimentTransportBudgetingColoradoRiverEcosystem-508-UCRO.pdf Project A: Streamflow, Water Quality, and Sediment Transport and Budgeting in the Colorado River Ecosystem ]
 +
 +
'''2021'''
 +
*[[Media:Glen Canyon Sand Augmentation White Paper.pdf| Argonne. 2021. Evaluation of Sand Augmentation for Stabilizing Recreational Beaches and Storing Sand in Glen Canyon National Recreation Area]]
 +
*[https://www.usbr.gov/uc/progact/amp/twg/2021-10-14-twg-meeting/20211014-MorphodynamicModelEvaluateSandbarRebuilding-Presentation-508-UCRO.pdf A simple morphodynamic model to rapidly evaluate sandbar rebuilding during controlled floods]
 +
*[https://doi.org/10.1029/2020JF005565 Topping et al. 2021, Self-limitation of sand storage in a bedrock-canyon river arising from the interaction of flow and grain size: Journal of Geophysical Research: Earth Surface]
 +
*[https://doi.org/10.1029/2021JF006149 Alvarez et al. 2021, An eddy-resolving numerical model to study turbulent flow, sediment, and bed evolution using detached eddy simulation in a lateral separation zone at the field-scale: Journal of Geophysical Research—Earth Surface]
 +
*[https://www.usbr.gov/uc/progact/amp/amwg/2021-02-11-amwg-meeting/20210211-SandSupplyTransportDeposition-508-UCRO.pdf Sand Supply, Transport and Deposition ]
  
 
'''2020'''
 
'''2020'''
 +
*[https://doi.org/10.1029/2019JF005226 Rubin et al., 2020, Causes of variability in suspended‐sand concentration evaluated using measurements in the Colorado River in Grand Canyon: JGR Earth Surface]
 +
*[https://www.usbr.gov/uc/progact/amp/amwg/2020-02-12-amwg-meeting/20200212-GCMRCScienceUpdatesPart3-Presentation-508-UCRO.pdf GCMRC 2019 Annual Reporting Meeting Overview – Part 3 ]
 +
*[https://doi.org/10.1130/B35642.1 Chapman et al., 2020, Estimating the contribution of tributary sand inputs to controlled flood deposits for sandbar restoration using elemental tracers, Colorado River, Grand Canyon National Park, Arizona: GSA Bulletin] [https://doi.org/10.5066/P9C0IN56 Associated data]
 +
*[https://www.usbr.gov/uc/progact/amp/twg/2020-01-13-twg-meeting/20200113-AnnualReportingMeeting-ProjectBEffectsDamReleaseSedimentStorageSandbarDynamics-Presentation-508-UCRO.pdf Project B: Effects of dam releases on in-channel sediment storage and sandbar dynamics ]
 
*[https://doi.org/10.1029/2019WR025883 Ashley et al., 2020, Estimating bedload from suspended load and water discharge in sand bed rivers: Water Resources Research.]
 
*[https://doi.org/10.1029/2019WR025883 Ashley et al., 2020, Estimating bedload from suspended load and water discharge in sand bed rivers: Water Resources Research.]
 
*[https://www.usbr.gov/uc/progact/amp/twg/2020-01-13-twg-meeting/20200113-AnnualReportingMeeting-GeomorphicChangeBiogeomorphicFeedbacksLittleColoradoRiver-Presentation-508-UCRO.pdf Geomorphic Change and Biogeomorphic Feedbacks in the Little Colorado River, Arizona ]
 
*[https://www.usbr.gov/uc/progact/amp/twg/2020-01-13-twg-meeting/20200113-AnnualReportingMeeting-GeomorphicChangeBiogeomorphicFeedbacksLittleColoradoRiver-Presentation-508-UCRO.pdf Geomorphic Change and Biogeomorphic Feedbacks in the Little Colorado River, Arizona ]
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*[https://www.usbr.gov/uc/progact/amp/twg/2009-03-16-twg-meeting/Attach_05.pdf Grand Canyon Monitoring and Research Center updates by Program Managers]
 
*[https://www.usbr.gov/uc/progact/amp/twg/2009-03-16-twg-meeting/Attach_05.pdf Grand Canyon Monitoring and Research Center updates by Program Managers]
 
*[https://www.usbr.gov/uc/progact/amp/twg/2009-03-16-twg-meeting/Attach_10.pdf Diamond Creek Gage Discontinuation]
 
*[https://www.usbr.gov/uc/progact/amp/twg/2009-03-16-twg-meeting/Attach_10.pdf Diamond Creek Gage Discontinuation]
 +
 +
'''2008'''
 +
*[http://www.riversimulator.org/Resources/Hydrology/WrightGSA2008.pdf Is there enough sand? Evaluating the fate of Grand Canyon sandbars]
 +
 +
'''2007'''
 +
*[http://www.riversimulator.org/Resources/USBR/LTEP/Randle2007.pdf Randle et al. 2007. Colorado River Ecosystem Sediment Augmentation Appraisal Engineering Report]
  
 
'''2003'''
 
'''2003'''

Latest revision as of 15:30, 17 September 2026


The Paria River flowing into the mainstem Colorado River‎


Sediment and Geomorphology

Erosion of sandbars (beaches) along the Colorado River in Grand Canyon was first reported in the early 1970s, approximately 10 years after completion of Glen Canyon Dam. Since then, scientific studies have been conducted to monitor changes in sandbars and changes in the amount of sand stored on the bed of the river. One of the outcomes of these studies has been the implementation of flow experiments intended to rebuild eroded sandbars, especially by the release of controlled floods, also called High Flow Experiments, or HFEs, from Glen Canyon Dam. The sediment and geomorphology projects at Grand Canyon Monitoring and Research Center include the collection and processing of data to provide information needed to conduct controlled floods and to evaluate the outcome of each controlled flood and the long-term effects of controlled floods and normal dam operations on sediment-related resources. [1]

Beginning in 1998, recreational campsite area has also been measured on a subset of the sandbar monitoring sites. Campsite areas are defined as areas that are flat (less than 8 degree slope), smooth (not rocky), and clear of dense vegetation. Monitoring data show that vegetation expansion and sandbar erosion/deposition contribute to reductions in campsite area.

LTEMP Resource Goal

Increase and retain fine sediment volume, area, and distribution in the Glen, Marble, and Grand Canyon reaches above the elevation of the average base flow for ecological, cultural, and recreational purposes.

Desired Future Condition

High elevation open riparian sediment deposits along the Colorado River in sufficient volume, area, and distribution so as to provide habitat to sustain native biota and desired ecosystem processes
• Nearshore habitats for native fish
• Marsh and riparian habitat for fish (food chain maintenance)
• Cultural resource preservation
• Maintenance of camping beaches

Metrics

Performance Metric:

  • Sand Bar Volume (includes multiple “sub-metrics”, e.g., normalized sandbar volume by type, mean sand bar response to HFEs)

Surveillance Metrics:

  • Sand Supply By River Segment (Sand Mass Balance)
  • Silt & Clay Retention by River Segment (Turbidity)
---
---
---

Updates

Sediment transport and river discharge

When the discharge of the Colorado River was lower than about 9,000 ft3/s, sand accumulated in the reach in Marble and upper Grand Canyons. At discharges higher than about 9,000 ft3/s, however, sand-transport rates at the Grand Canyon gaging station generally equaled those at the Lees Ferry gaging station, and at discharges higher than about 16,000 ft3/s, sand-transport rates at the Grand Canyon gaging station generally either equaled or exceeded those at the Lees Ferry gaging station. Thus, at discharges greater than about 9,000 ft3/s, sand was either conveyed through or eroded from the reach in Marble and upper Grand Canyons.

As discharges less than 9,000 ft3/s became less common, the discharge of the river became progressively more conducive to the conveyance of sand through or the erosion of sand from Marble and upper Grand Canyons. [2]

How long is sand stored on the bed of the river?

Bedrock-canyon rivers tend to be supply limited because they are efficient transporters of sediment and not because the upstream supply of sediment is small. Following episodic tributary floods that supply finer sand, sand migrates quickly downstream in the form of a wave in which large systematic changes in bed-sand grain size occur. The tributary fine-sediment (i.e., sand, silt, and clay) supply to the Colorado River in our study area is bimodal, with a clay primary mode and a sand-silt secondary mode. The tributary sand supply grades smoothly into the silt-and-clay supply such that the sand-size sediment comprises the coarser part of this secondary mode, which occurs in very fine sand (0.0625–0.125 mm) for the Paria River and in medium silt (0.0156–0.0312 mm) for the LCR. Both tributaries supply more silt and clay to the Colorado River than they do sand. During sediment years 1998–2017, silt and clay comprised 60.6% and 88.1% of the fine sediment supplied by the Paria River and LCR, respectively. Of the total amount of sand supplied since 2011, the Paria River has contributed 57%, the LCR has contributed 21%, and all other tributaries combined have contributed 22%. The largest quantities of sand are supplied by the Paria River and LCR during summer thunderstorm-generated floods that last hours to a day. Large sand loads are rare during winter and spring months on both rivers.

Our late-1990s observations suggested that tributary floods generated sand waves that split into two packets, A and B: packet A was finer than packet B and migrated downstream in the Colorado River with a celerity slightly slower than the water velocity. Packet B migrated much more slowly than packet A; the amalgamated front of packet B had migrated only ∼10 km in the 3 and 10 days after two Paria River floods. The primary peak in QSAND—1/βQ cross covariance decays to background within 7–20 days of a tributary flood at all but the RK49 station, thus indicating that much of packet A exits our study area quickly. The lower celerity of packet B causes the secondary cross-covariance peak to become distinct from the primary peak with increasing distance downstream. Following a Paria River flood, the secondary peak (packet B) separates from the primary peak (packet A) between the RK49 and RK99 stations, and it takes ∼198 and ∼290 days for the tail of packet B to respectively reach these stations. Following an LCR flood, packet B separates from packet A upstream from the RK141 station, and it takes ∼261 days for the tail of packet B to reach this station. [3]

Sediment Augmentation

Randle, T.J., Lyons, J.K., Christensen, R.J., and Stephen, R.D., 2007, Colorado River ecosystem sediment augmentation appraisal engineering report: Bureau of Reclamation, Technical Service Center, Sedimentation and River Hydraulics Group, Denver, Colorado, 71 p.

Grand Canyon sediment augmentation would have two primary purposes:

  1. Seasonally increase the turbidity of the Colorado River to provide cover for native and endangered fish during the months of May through December. This is the period when young-of-the year humpback chub emerge from the Little Colorado River and then rear in the Colorado River (U.S. Department of the Interior, Bureau of Reclamation, 1995). These native fish evolved in a turbid environment and may use it for cover from potential predators.
  2. Annually increase the sand supply to the Colorado River during beach-building flows to build larger sandbars, especially in Marble Canyon, through fluvial processes.

Sediment slurry pipelines that would deliver sediment from the Navajo Canyon arm of Lake Powell to the Colorado River below Glen Canyon Dam or near Lees Ferry are believed to be technically feasible. Five sediment augmentation alternatives have been formulated and evaluated. Alternatives are available to deliver fine sediment and sand to the Colorado River, either below Glen Canyon Dam or near Lees Ferry.

Attempts have been made to formulate each alternative to minimize environmental impacts and to avoid cultural resource impacts. No major environmental impacts for any of the five alternatives have been identified at this time.

Sediment source areas in Lake Powell seem to be the most logical choice because of cost and because the sediments in Lake Powell would have naturally reached the Colorado River below the site of Glen Canyon Dam. Sediment source areas in Navajo Canyon are much closer to Glen Canyon Dam than other major source areas in Lake Powell. Laboratory analysis of one sediment sample from Navajo Canyon did not detect any contaminants above background levels. A more intensive sediment sampling program would be needed to verify if this finding is applicable to more of the sediments within Navajo Canyon.

Although the present and future sedimentation volumes in Navajo Canyon may not be enough to sustain a Grand Canyon sediment augmentation program over the long term, the volumes should be sufficient for one or two decades (see figure 8). Sediments in Navajo Canyon could be dredged first and then the submerged slurry pipelines and floating pumping stations could be moved to an upstream source such as the Escalante River or San Juan River deltas.

Sediment slurry pipelines can deliver large quantities of sediment, and over long distances, much more efficiently and at less cost than barges or trucks. Submerging sediment slurry pipelines in Lake Powell appears to be a viable option with much less impact than overland routes from major sediment source areas in Lake Powell where no direct roads presently exist.

The augmentation of fine sediment should be considered in conjunction with alternatives that would increase the summer water temperatures released from Glen Canyon Dam (e.g., selective withdrawal of water from Lake Powell). Native and endangered fish in Grand Canyon National Park are impacted by less turbidity and colder water temperatures in summer compared to natural conditions (U.S. Department of the Interior, Bureau of Reclamation, 1995). Turbidity may provide native fish with cover from predation. In the absence of turbid conditions, native fish tend not to be active during the day (U.S. Department of the Interior, Bureau of Reclamation, 1995). Although, colder water temperatures may impact young-of-the-year native fish in summer, the colder temperatures may also keep non-native warm-water fish from migrating upstream through Grand Canyon National Park. If water temperatures are increased, there is a concern that non-native warm-water fish may have the advantage (U.S. Department of the Interior, Bureau of Reclamation, 1995). The augmentation of fine sediment may provide the necessary cover for native and endangered fish.

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