Difference between revisions of "GCDAMP Glen Canyon Dam"

Reclamation’s Upper Colorado Region Water Office makes monthly water release schedules in acre-feet for Glen Canyon based upon anticipated inflows to the lake, release requirements to the lower basin and storage targets for the lake. This monthly water schedule is passed on to Western’s Resource Scheduling Office in Montrose, CO. Western’s scheduling office then develops an hourly release schedule. This schedule takes into account Glen Canyon ROD requirements and the requirements and agreements made by Western and Reclamation regarding the operation of the other CRSP powerplants. Western’s dispatch office in Phoenix, Arizona then provides Reclamation’s Glen Canyon Power Operations Center with a daily, 24 hour operating schedule, identifying Western’s desired hourly electric power schedule (in megawatts). This schedule is then put into the computer system at Glen Canyon by Reclamation (2). This schedule then becomes the megawatt quantities which are targeted during the “real time” operation at Glen Canyon Dam.

The Glen Canyon Power Operations Center operators utilize the generation schedule supplied by Western to operate the generating units while giving consideration to efficiency and equipment characteristics. In addition, the generators automatically respond to a “regulation signal” developed and electronically transmitted to the dam by Western for continuous response to power system load and frequency changes. (This is further described later in this paper). [1]

In addition to daily scheduled fluctuations for power generation, the instantaneous releases from Glen Canyon Dam may also fluctuate to provide 40 megawatts (mw) of system regulation. These instantaneous release adjustments stabilize the electrical generation and transmission system and translate to a range of about 1,200 cfs above or below the hourly scheduled release rate. Under system normal conditions, fluctuations for regulation are typically short lived and generally balance out over the hour with minimal or no noticeable impacts on downstream river flow conditions.

Releases from Glen Canyon Dam can also fluctuate beyond scheduled releases when called upon to respond to unscheduled power outages or power system emergencies. Depending on the severity of the system emergency, the response from Glen Canyon Dam can be significant, within the full range of the operating capacity of the power plant for as long as is necessary to maintain balance in the transmission system. Glen Canyon Dam typically maintains 30 mw (approximately 880 cfs) of generation capacity in reserve in order to respond to a system emergency even when generation rates are already high. System emergencies occur fairly infrequently and typically require small responses from Glen Canyon Dam. However, these responses can have a noticeable impact on the river downstream of Glen Canyon Dam. [2]

Shortly after Interim Flows began (August , 1991), Western met with staff at the Glen Canyon Environmental Studies (GCES) and with other Reclamation representatives. Western requested flexibility in order to regulate an electrical control area. This resulted in an agreement whereby Western was allowed to fluctuate 10% around any operational constraint and that Western would meet with GCES staff monthly to discuss any operational issues that surfaced. Thus, the Interim Flow downramp requirement of 1,500 cfs could be as high as 1,650 cfs and still be in compliance (1,500 cfs + 150 cfs).

After the ROD and Operating Criteria were signed, Western and Reclamation negotiated a MOU to more fully detail operational issues. Reclamation was interested in changing the 10% band width because it believed that the ROD and Operating Criteria didn’t specify that kind of flexibility. Instead, Western was allowed to use up to 1,000 cfs for regulation purposes. Compliance was to be monitored by SCADA using a one hour integrated value. It was thought that, even though a downramp at any one moment of time could be as high as 2,500 cfs (1,500 cfs + 1,000 cfs), it would be uncommon for the downramp to exceed 1,500 cfs since this is recorded as an integrated value over the hour. [3]

The EIS identified Emergency Exception Criteria as common elements in all alternatives. They are defined in the EIS as follows (3):

“Normal operations described under any alternative would be altered temporarily to respond to emergencies. NERC has established guidelines for the emergency operations of interconnected power systems. . . . Examples of system emergencies include:

• Insufficient generating capacity
• Transmission system: overload, voltage control, and frequency
• System restoration
• Humanitarian situations (search and rescue)”

When emergency exception criteria are invoked, normal operations are suspended until the emergency has ended, or Western has discharged its North American Energy Reliability Council (NERC) responsibility regarding the emergency. Emergency exception criteria are further defined in the operating criteria and in the MOU on Glen Canyon operations signed by Western and Reclamation.

It was the invocation of emergency exception criteria on April 1st, 1998 which piqued the interest of some AMWG members in Reclamation and Western’s interpretation of the ROD.[4]

As a control area operator, Western “regulates” the transmission system within a prescribed geographic area. Western is required to react to moment-by-moment changes in electrical demand within this area. Regulation means that “automatic generation control” will be used to adjust the power output of electric generators within a prescribed area in response to changes in the system frequency, time error, and tie-line loading, to maintain the scheduled level of generation in accordance with prescribed NERC criteria. The “record” used to calculate the degree to which Western is responding to these change on the transmission system is called the “ACE” - Area Control Error.

Hydro facilities such as Glen Canyon have an inherent design that allows them to respond rapidly to changes in power system demands. Other control area operators, across the nation, that do not have hydropower plants must either build small units (natural gas or oil-fired being the most likely) or add this capability to the design of larger units.

The transmission system that Western distributes power through is dynamic. Load requirements are constantly changing as a result of either the demands of the customers connected to it or changes that occur in other interconnected power systems. Western maintains the ACE signal to record its response to the fluctuations in system “loading”; (an effort to maintain a balance between power being consumed and power being generated - described above). If more demand is placed on the transmission system than is being generated, the resulting ACE is negative. Generators automatically respond to this condition by increasing generation. If demand is less than generation, ACE is positive. Generators automatically respond to this condition by reducing generation. The targeted ACE is zero.

The ACE signal that is sent to Glen Canyon where it is effectively added to, or subtracted from, the existing scheduled hourly generation base point. Therefore, at any moment during the day or night, Glen Canyon might be producing more or less power than the current hourly megawatt schedule.

The ACE signal is transmitted to Glen Canyon Dam every four seconds. The NERC requirement for regulation is that the ACE must “cross” the zero target every 10 minutes. The frequent “swings” in generation are described in the MOU signed by Reclamation and Western (4):

“These changes which occur many times during the hour are both positive and negative in relation to the schedule. The resulting output from Glen Canyon generators is an envelope of generation swings that are frequent, small in magnitude, the average of which approximates the original schedule.”[5]

Both emergency exception criteria and regulation have been described in this paper. Recently, some members of the AMWG and TWG have focused their concerns and discussion on “emergencies”. However, the issue at hand and the subject of this paper is regulation. It is largely regulation that has resulted in the occasional exceedence of the 1,500 cfs downramp.[6]

It does not seem reasonable that the ROD was intended to require either: 1) the exclusion of Glen Canyon Dam from participating in regulating a load control area, or 2) participation in regulating a load control area but limiting hourly load following to 500 cfs downramp (or something like it). Further, the environmental impact of regulation appears to be minimal, based on a review of the flows at the Lee Ferry gage. Finally, it has become clear to Reclamation and Western that precise and inviolate control of water releases from Glen Canyon Dam is beyond the capabilities of the machinery and electronic controls. For these reasons, Reclamation and Western intend to impose the following changes:

• Limit scheduled down ramps to 1,450 cfs (rather than 1,500),
• Employ the use of SCADA table in the preparation of Western’s hourly schedules,
• Investigate the transfer of a portion of the “ACE” to other CRSP powerplants,
• Move the ACE signal back to Glen Canyon Dam (i.e. return “regulation” to the dam) once it has been demonstrated that the ACE will not cause “routine” excedences,
• Work with the AMWG to determine the proper level of analysis required to address the potential downstream impacts of regulation in Glen and Grand Canyons,
• Educate all interested parties on the power system and equipment operations and the associated results to water releases at the dam,
• Add release data to Western’s web site and provide periodic reports to the TWG on the operation of Glen Canyon Dam and,
• Continue efforts to for better coordination between Reclamation and Western regarding the scheduling and operation of Glen Canyon Dam.[7]

Glen Canyon Monthly Operational Call

• December 2020 Operations call
• November 2020 Operations call
• October 2020 Operations call
• September 2020 Operations call
• August 2020 Operations call
• July 2020 Operations call
• June 2020 Operations call
• May 2020 Operations call
• April 2020 Operations call
• March 2020 Operations call

USBR Monthly/Annual Reports

• Upper Colorado Region Water Operations site
• 24-Month Study
• Monthly Summaries
• Annual Operating Plans for Colorado River reservoirs

Report to Congress Regarding Operations of Glen Canyon Dam[8]

• 2016-2017 Report to Congress
• 2015-2016 Report to Congress
• 2014-2015 Report to Congress
• 2013-2014 Report to Congress
• 2010-2011 Report to Congress
• 1999-2001 Report to Congress
• 1998-1999 Report to Congress

• 2017 Operating Criteria for Glen Canyon Dam
• 2016 LTEMP Record of Decision (ROD)
• 2016 LTEMP EIS Final Draft (FEIS)
• 2007 Interim Guidelines for Lower Basin Shortages and Coordinated Operations for Lake Powell and Lake Mead
• 1997 Operating Agreement between Reclamation and WAPA regarding the Operation of Glen Canyon Dam
• 1997 Operating Criteria for Glen Canyon Dam
• Operations of Glen Canyon Dam under the 1996 ROD
• 1996 Record of Decision on the Operation of Glen Canyon Dam
• 1996 EIS on the Operation of Glen Canyon Dam
• 1980 memo: Transfer of Functions and Property at Glen Canyon Dam from Reclamation to WAPA
• The Colorado River Basin Project

2020

• TWG Basin Hydrology and Operations
• Basin Hydrology, Reservoir Operations 2020 and 2021 Hydrograph
• Review of the Colorado River Interim Guidelines for Lower Basin Shortages and Coordinated Operations for Lake Powell and Lake Mead
• Hydrology, Operations and Reservoir Release presentation
• Hydrology, Operations and Reservoir Release presentation
• Hydrology, Operations and Reservoir Release

2019

• Basin Hydrology, Reservoir Operations and 2020 Hydrograph Presentation

2018

• Basin Hydrology, Water Years 2018-2019 Operations PPT
• Basin Hydrology, Reservoir Operations 2018 and 2019 Hydrograph
• Basin Hydrology, Water Years 2018-2019 Operations PPT
• Basin Hydrology, Reservoir Operations 2018 and 2019 Hydrograph PPT
• Basin Hydrology, Water Years 2018-2019 Operations PPT
• Basin Hydrology, Water Years 2018-2019 Operations PPT
• Basin Hydrology, Operations and 2018 Hydrograph PPT
• Basin Hydrology, Water Years 2018-2019 Operations PPT
• Urban Waterfronts 2018

2017

• Basin Hydrology and Operations
• February 2017 Glen Canyon Monthly Operational Coordination Call
• Analysis of Water Losses and Impacts to the Grand Canyon Ecosystem of the "Fill Mead First" Proposal
• Fill Mead First: A technical assessment (Summary)
• Fill Mead First: A technical assessment (Analysis)
• Basin Hydrology, and 2017-2018 Operations
• Basin Hydrology, Operations and 2018 Hydrograph

2016

• Basin Hydrology and Water Year (WY) 2017 Hydrograph
• August 2016 DOI-DOE Federal Family call on Glen Canyon Operations
• Basin Hydrology, Operations, and 2017 Hydrograph
• TWG: Basin Hydrology, Operations, and 2017 Hydrograph
• Basin Hydrology, Operations, and 2017 Hydrograph
• Glen Canyon Dam operations during equalization

2015

• 2016 Annual Operating Plan
• Basin Hydrology and WY 2016 Hydrograph
• Hydrology Update and 2016 Hydrograph
• Panel on Current Projects and Issues in Utah
• Central Utah Project
• Meeting the Mitigation Requirement for the Bonneville Unit CUP
• Current Projects and Issues in Utah
• Provo Area Office

2014

• Colorado River Annual Operating Plan and Drought Contingency Planning
• Basin Hydrology, Operations
• DOI-DOE Hydrograph Development for Water Year 2015
• Basin Hydrology, Operations, and 2015 Hydrograph and Development of Water Year 2015 Hydrograph
• Basin Hydrology, Operations, and 2015 Hydrograph
• Panel on the Potential Effects of Long-Term Drought on Colorado River Operations
• Near Term Risks: Options to Address Declining Reservoirs
• State of Nevada Concerns

2013

• Water Year 2014 Hydrograph
• Basin Hydrology and Operations
• Colorado River Basin Hydrology and Projected Glen Canyon Dam Operations
• Basin Hydrology and Operations
• Glen Canyon Dam Facility Management

2012

• Water Year 2013 Hydrograph
• TWG Report: 2013 Hydrograph
• DOI and DOE Operating Hydrograph Recommendations for GCD (2012 water year)
• Water Year 2013 Hydrograph TWG Motion
• 2013 Hydrograph Development
• Basin Hydrology and Operations
• FY2013 Hydrograph (from 8/2011 AMWG meeting)

2011

• 2012 Hydrograph
• 2012 Hydrograph Development
• Department of the Interior and Department of Energy Operating Hydrograph Recommendations for Glen Canyon Dam (2012 Water Year), June 6, 2011
• WY2012 Hydrograph Development
• 2012 Hydrograph Development
• Grand Canyon Trust Proposed FY2012 Hydrograph
• Bureau of Reclamation Updates

2010

• Basin Hydrology and Operations
• Fiscal Year 2011-12 Hydrograph and E-mail Message to the AMWG from Anne Castle Dated July 23, 2010, Subject: July 23 Final Draft DOI-DOE Proposed Hydrograph Recommendations
• Department of the Interior and Department of the Energy Recommendations for Glen Canyon Dam with August 23, 2010, edits
• Grand Canyon Protection Act
• Report on Modeling the 2008-2010 Period to Support Development of the 2011 Hydrograph
• Proposed Water year 2011 Hydrograph: Impacts on CRSP Electric Power Resources
• Grand Canyon Trust Hydrograph Proposal
• Figure 1, AOP, BOR, AMWG monthly volumes

2009

• FY2010-11 Draft Budget, Worplan, and Hydrograph

2006

• Hazel et al. 2006. Stage-Discharge Relations for the Colorado River in Glen, Marble, and Grand Canyons, Arizona: U.S. Geological Survey Open-File Report 2006-1243, 7 p

2004

• ***DRAFT*** Evidence for the Failure of the Modified Low Fluctuating Flow Alternative (MLFFA) to Benefit Most Ecological Resources in Grand Canyon

2003

• Topping et al. 2003. Computation and analysis of the instantaneous-discharge record for the Colorado River at Lees Ferry, Arizona, May 8, 1921 through September 30, 2000: U.S. Geological Survey Professional Paper 1677, 118 p.

Minimum flows:

• 8,000 cfs between 7 a.m. and 7 p.m.
• 5,000 cfs between 7 p.m. and 7 a.m.

Maximum non-experimental flows:

• 25,000 cfs

Daily range:

• 5,000 for monthly volumes <600 kaf
• 6,000 for monthly volumes 600– 800 kaf
• 8,000 for monthly volumes >800 kaf

Ramp rates:

• 4,000 cfs/hr up
• 1,500 cfs/hr down

How fast do water and waves flow down the Grand Canyon?

• The Colorado River in Grand Canyon: How Fast Does It Flow?

Discharge waves move downstream faster than the water. For example, in May 1991, the discharge waves produced by rapidly changing dam releases moved through the canyon in about 1 2/3 days, whereas the water took about 4 1/3 days to travel the 235 miles from Lees Ferry to Gneiss Canyon.

Video of the construction of Glen Canyon Dam

• HOW ITS MADE - The Glen Canyon Dam

1983 flood videos and spillway repairs

• Challenge at Glen Canyon (Part 1)
• Challenge at Glen Canyon (Part 2)
• Challenge at Glen Canyon (Part 3)

How much water can be released at Glen Canyon Dam?

• 8 generators = 4,000 cfs each = 32,000 cfs
  (note that there is usually one or two generators down for maintenance at any given time)
• 4 bypass tubes = 3,750 cfs each = 15,000 cfs
• 2 spillways (require reservoir elevations above 3648') = up to 208,000 cfs [10]