Difference between revisions of "HYDROPOWER"
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Glen Canyon Dam is the key water storage unit of the Colorado River Storage Project, one of the most complex and extensive river resource developments in the world. Without it, development of the Upper Colorado River Basin states’ portion of the Colorado River would not have been possible. [http://www.usbr.gov/uc/rm/crsp/gc/] | Glen Canyon Dam is the key water storage unit of the Colorado River Storage Project, one of the most complex and extensive river resource developments in the world. Without it, development of the Upper Colorado River Basin states’ portion of the Colorado River would not have been possible. [http://www.usbr.gov/uc/rm/crsp/gc/] | ||
| − | ==[http://gcdamp.com/index.php?title=Long-term_Experimental_and_Management_Plan_(LTEMP) '''LTEMP Resource Goal | + | ==[http://gcdamp.com/index.php?title=Long-term_Experimental_and_Management_Plan_(LTEMP) '''LTEMP Resource Goal''']== |
Maintain or increase Glen Canyon Dam electric | Maintain or increase Glen Canyon Dam electric | ||
energy generation, load following capability, and ramp rate capability, and | energy generation, load following capability, and ramp rate capability, and | ||
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with improvement and long-term sustainability of downstream resources. | with improvement and long-term sustainability of downstream resources. | ||
| − | ==[http://gcdamp.com/index.php?title=Portal:Desired_Future_Conditions_-DFCs '''Desired Future Condition | + | ==[http://gcdamp.com/index.php?title=Portal:Desired_Future_Conditions_-DFCs '''Desired Future Condition''']== |
• Glen Canyon Dam capacity and energy generation is maintained and increased, so as to produce the greatest practicable amount of power and energy, consistent with the other DFCs.<br> | • Glen Canyon Dam capacity and energy generation is maintained and increased, so as to produce the greatest practicable amount of power and energy, consistent with the other DFCs.<br> | ||
• Ensure continued delivery of Glen Canyon Dam hydropower to the existing customers who have entered into long-term firm power contracts with WAPA.<br> | • Ensure continued delivery of Glen Canyon Dam hydropower to the existing customers who have entered into long-term firm power contracts with WAPA.<br> | ||
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• Maximize the environmental benefits of hydropower generation at Glen Canyon Dam.<br> | • Maximize the environmental benefits of hydropower generation at Glen Canyon Dam.<br> | ||
• Minimize carbon emissions through hydropower generation at Glen Canyon Dam. | • Minimize carbon emissions through hydropower generation at Glen Canyon Dam. | ||
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| + | ==[[Media:USGS GCMRC Status of LTEMP Metrics Report Dec11 2025-508Comp.pdf| '''Metrics''']]== | ||
| + | *Glen Canyon Dam Energy Production | ||
| + | *Economic Value of Glen Canyon Dam Energy Production | ||
| + | *Marketable Capacity of Glen Canyon Dam Energy | ||
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CRSPA Section 1 (43 U.S.C. § 620) defines the purposes of the CRSP, which are (numbers added): In order to initiate the comprehensive development of the water resources of the Upper Colorado River Basin, for the purposes, among others, of | CRSPA Section 1 (43 U.S.C. § 620) defines the purposes of the CRSP, which are (numbers added): In order to initiate the comprehensive development of the water resources of the Upper Colorado River Basin, for the purposes, among others, of | ||
#regulating the flow of the Colorado River, | #regulating the flow of the Colorado River, | ||
| − | # | + | #storing water for beneficial consumptive use, making it possible for the States of the Upper Basin to utilize, consistently with the provisions of the Colorado River Compact, the apportionments made to and among them in the Colorado River Compact and the Upper Colorado River Basin Compact, respectively, providing for the |
#reclamation of arid and semiarid land, | #reclamation of arid and semiarid land, | ||
#for the control of floods, and for the | #for the control of floods, and for the | ||
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|style="color:#000;"| | |style="color:#000;"| | ||
| + | *[[Media:GCDAMP_Hydropower_Workshop_Summary_Final.docx|Hydropower Workshop Summary]] | ||
*[[Media:00_Udall_Hydropower_Workshop_Planning.07.10.2025.pdf|Hydropower Workshop Planning]] | *[[Media:00_Udall_Hydropower_Workshop_Planning.07.10.2025.pdf|Hydropower Workshop Planning]] | ||
*[[Media:00_GCDAMP_Hydropower_Workshop_Agenda.pdf|Hydropower Workshop Agenda]] | *[[Media:00_GCDAMP_Hydropower_Workshop_Agenda.pdf|Hydropower Workshop Agenda]] | ||
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*[[Media:04_Capacity_Value_Brent_Osiek.pdf|Capacity Value - Brent Osiek]] | *[[Media:04_Capacity_Value_Brent_Osiek.pdf|Capacity Value - Brent Osiek]] | ||
*[[Media:05_Transmission_and_Interconnection_Eduardo_Uribe.pdf|Transmission and Interconnection - Eduardo Uribe]] | *[[Media:05_Transmission_and_Interconnection_Eduardo_Uribe.pdf|Transmission and Interconnection - Eduardo Uribe]] | ||
| − | *[[Media:06_WAPA_Operations_Reliability_Emergencies_Mike_Simonton.pdf|WAPA Operations Reliability Emergencies - Mike Simonton]] | + | *[[Media:06_WAPA_Operations_Reliability_Emergencies_Mike_Simonton.pdf|WAPA Operations, Reliability, and Emergencies - Mike Simonton]] |
*[[Media:07_Tribal_Benefits_Brent_Osiek.pdf|Tribal Benefits - Brent Osiek]] | *[[Media:07_Tribal_Benefits_Brent_Osiek.pdf|Tribal Benefits - Brent Osiek]] | ||
*[[Media:08a_Bair_Hydropower_Workshop_9.25.pdf|Hydropower in the context of GCDAMP - Lucas Bair]] | *[[Media:08a_Bair_Hydropower_Workshop_9.25.pdf|Hydropower in the context of GCDAMP - Lucas Bair]] | ||
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|- | |- | ||
|style="color:#000;"| | |style="color:#000;"| | ||
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| + | '''2026''' | ||
| + | *[https://www.usbr.gov/uc/progact/amp/twg/2026-04-09-twg-meeting/uc-gcdamp-twg-hydropowerpost-workshop-508-20260409.pdf Hydropower Post-Workshop] | ||
| + | *[https://www.usbr.gov/uc/progact/amp/amwg/2026-02-26-amwg-meeting/uc-gcdamp-amwg-hydropowerenergy-508-20260226.pdf Hydropower and Energy Goal 4] | ||
| + | *[https://www.usbr.gov/uc/progact/amp/amwg/2026-02-26-amwg-meeting/uc-gcdamp-amwg-hydropowerworkshopreview-508-20260226.pdf Hydropower Workshop Review] | ||
'''2025''' | '''2025''' | ||
| + | *[https://www.usbr.gov/uc/progact/amp/twg/2024-07-10-twg-meeting/20240710-SaltRiverProjectResourcePlanning-508-AMWD.pdf Salt River Project Resource Planning] | ||
*[https://www.usbr.gov/uc/progact/amp/twg/2025-04-10-twg-meeting/uc-gcdamp-twg-arm-hydropowerresourceupdate-508-20250410.pdf Hydropower Resource Update] | *[https://www.usbr.gov/uc/progact/amp/twg/2025-04-10-twg-meeting/uc-gcdamp-twg-arm-hydropowerresourceupdate-508-20250410.pdf Hydropower Resource Update] | ||
*[https://www.usbr.gov/uc/progact/amp/twg/2025-04-10-twg-meeting/uc-gcdamp-twg-arm-hydropowerenergymetrics-508-20250410.pdf LTEMP Goal 4: Hydropower and Energy Metrics] | *[https://www.usbr.gov/uc/progact/amp/twg/2025-04-10-twg-meeting/uc-gcdamp-twg-arm-hydropowerenergymetrics-508-20250410.pdf LTEMP Goal 4: Hydropower and Energy Metrics] | ||
| + | *[[Media:2025ARM HydropowerPoster 20250122.pdf| Hydropower poster]] | ||
'''2024''' | '''2024''' | ||
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|style="color:#000;"| | |style="color:#000;"| | ||
| − | [https://asu.pure.elsevier.com/en/publications/erosion-of-river-sandbars-by-diurnal-stage-fluctuations-in-the-co Alvarez and Schmeeckle (2013)] that found that bank stability is reached at a slope of approximately 14°. The erosion of intermediate slopes (18° - 22°) is controlled by seepage erosion, whereas the erosion of steep slopes (26°) is governed by mass failures. Erosion rates per diurnal cycle do not depend on ramp rates, but they increase with sandbar steepness. Therefore, steep sandbar faces would rapidly erode by mass failure and seepage erosion to shallower stable slopes in the absence of other erosion processes, regardless of dam discharge ramp rates. Their experiments only address seepage erosion and mass failure; increasing the daily magnitude and/or duration of peak discharge may increase the erosion of bars by turbulent sediment transport. | + | [https://asu.pure.elsevier.com/en/publications/erosion-of-river-sandbars-by-diurnal-stage-fluctuations-in-the-co Alvarez and Schmeeckle (2013)] found that found that bank stability is reached at a slope of approximately 14°. The erosion of intermediate slopes (18° - 22°) is controlled by seepage erosion, whereas the erosion of steep slopes (26°) is governed by mass failures. Erosion rates per diurnal cycle do not depend on ramp rates, but they increase with sandbar steepness. Therefore, steep sandbar faces would rapidly erode by mass failure and seepage erosion to shallower stable slopes in the absence of other erosion processes, regardless of dam discharge ramp rates. Their experiments only address seepage erosion and mass failure; increasing the daily magnitude and/or duration of peak discharge may increase the erosion of bars by turbulent sediment transport. |
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Latest revision as of 17:12, 18 June 2026
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The Hydropower ResourceGlen Canyon Dam is the second highest (710 feet) concrete-arch dam in the United States, second only to Hoover Dam which stands at 726 feet. The 26.2 million acre-feet of water storage capacity in Lake Powell, created by Glen Canyon Dam, serves as a ‘bank account’ of water that is drawn on in times of drought. This stored water has made it possible to successfully weather extended dry periods by sustaining the needs of cities, industries, and agriculture throughout the West. Hydroelectric power produced by the dam’s eight generators helps meet the electrical needs of the West’s rapidly growing population. With a total capacity of 1,320 megawatts, Glen Canyon Powerplant produces around five billion kilowatt-hours of hydroelectric power annually which is distributed by the Western Area Power Administration to Wyoming, Utah, Colorado, New Mexico, Arizona, Nevada, and Nebraska. In addition, revenues from production of hydropower help fund many important environmental programs associated with Glen and Grand canyons. The designation of Glen Canyon National Recreation Area in 1972, underscores the value and importance of the recreation benefits associated with Lake Powell and the Colorado River downstream of the dam. The GCNRA is managed by the National Park Service. Glen Canyon Dam is the key water storage unit of the Colorado River Storage Project, one of the most complex and extensive river resource developments in the world. Without it, development of the Upper Colorado River Basin states’ portion of the Colorado River would not have been possible. [1] LTEMP Resource GoalMaintain or increase Glen Canyon Dam electric energy generation, load following capability, and ramp rate capability, and minimize emissions and costs to the greatest extent practicable, consistent with improvement and long-term sustainability of downstream resources. Desired Future Condition• Glen Canyon Dam capacity and energy generation is maintained and increased, so as to produce the greatest practicable amount of power and energy, consistent with the other DFCs. Metrics
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Hydropower - Online Training |
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