Theodore Roosevelt Lake 2013 Sedimentation Survey
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Technical Report No. SRH-2014-08 Theodore Roosevelt Lake 2013 Sedimentation Survey U.S. Department of the Interior Bureau of Reclamation Technical Service Center Denver, Colorado January 2014 Technical Report No. SRH-2014-08 Theodore Roosevelt Lake 2013 Sedimentation Survey prepared by Ronald L. Ferrari U.S. Department of the Interior Bureau of Reclamation Technical Service Center Water and Environmental Resources Division Sedimentation and River Hydraulics Group Denver, Colorado January 2014 ACKNOWLEDGMENTS The Bureau of Reclamation's (Reclamation) Sedimentation and River Hydraulics (Sedimentation) Group of the Technical Service Center (TSC) prepared and published this report for the Salt River Project (SRP). Kent Collins and Ron Ferrari of the Sedimentation Group conducted the bathymetric survey in May 2013. Ron Ferrari completed the data processing to generate the 2013 topography and area-capacity values presented in this report. Kent Collins of the Sedimentation Group performed the technical peer review of this document. Mission Statements The U. S. Department of the Interior protects America’s natural resources and heritage, honors our cultures and tribal communities, and supplies the energy to power our future. The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. Reclamation Report This report was produced by the Bureau of Reclamation’s Sedimentation and River Hydraulics Group (Mail Code 86-68240), PO Box 25007, Denver, Colorado 80225-0007, www.usbr.gov/pmts/sediment/. Disclaimer No warranty is expressed or implied regarding the usefulness or completeness of the information contained in this report. References to commercial products do not imply endorsement by the Bureau of Reclamation and may not be used for advertising or promotional purposes. 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REPORT DATE (DD-MM-YYYY) 2. REPORT TYPE 3. DATES COVERED (From – To) January 2014 4. TITLE AND SUBTITLE 5a. CONTRACT NUMBER Theodore Roosevelt Lake 5b. GRANT NUMBER 2013 Sedimentation Survey 5c. PROGRAM ELEMENT NUMBER 6. AUTHOR(S) 5d. PROJECT NUMBER Ronald L. Ferrari 5e. TASK NUMBER 5f. WORK UNIT NUMBER 7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATION REPORT NUMBER Bureau of Reclamation, Technical Service Center, Denver, CO 80225 9. SPONSORING/MONITORING AGENCY NAME(S) AND ADDRESS(ES) 10. SPONSOR/MONITOR'S ACRONYM(S) Bureau of Reclamation, Denver Federal Center, PO Box 25007 Denver, CO 80225-0007 11. SPONSOR/MONITOR'S REPORT NUMBER(S) 12. DISTRIBUTION/AVAILABILITY STATEMENT 13. SUPPLEMENTARY NOTES 14. ABSTRACT Reclamation surveyed Theodore Roosevelt Lake in May of 2013 to develop updated reservoir topography and compute present storage-elevation relationships (area-capacity tables). The bathymetric survey was conducted near water surface elevation 2,109.7 feet tied to the National Geodetic Vertical Datum of 1929 (NGVD29) that is about 2.0 feet lower than the North American Vertical Datum of 1988 (NAVD88). The survey used sonic depth recording equipment interfaced with a real-time kinematic (RTK) global positioning system (GPS) that provided sounding positions throughout the underwater portion of the reservoir covered by the survey vessel. The above-water topography was developed from 5-foot aerial photography collected for the 1995 survey and January 2012 LiDAR that covered the upper reservoir areas in Tonto Creek and Salt River. The developed reservoir topography was tied to NAVD88. The resulting elevations versus area and capacity values were shifted down 2.0 feet to NGVD29 to match the reservoir’s operation vertical datum. As of May 2013, at active conservation use elevation 2,151.0, the reservoir surface area was 21,383 acres with a capacity of 1,636,254 acre-feet. Since April 1995, a total capacity change of 16,789 acre-feet below elevation 2,251.0 was measured resulting in 1.0 percent loss in reservoir capacity and an annual loss of 927.6 acre-feet since 1995. The capacity change is due to sediment deposition and methodology differences between the surveys. The 1995 and 2013 surveys were the first detailed surveys since the major dam modifications began in 1989 and were completed in 1996. A previous survey result, such as the 1981 survey before dam modification, may provide a better annual estimate of loss due to sediment. The 1981 survey measured an average annual capacity loss of 2,676 acre-feet since May 1909 dam closure. 15. SUBJECT TERMS reservoir area and capacity/ sedimentation/ reservoir surveys/ global positioning system/ sounders/ contour area/ RTK GPS/ multibeam sounders 16. SECURITY CLASSIFICATION OF: 17. LIMITATION 18. NUMBER 19a. NAME OF RESPONSIBLE PERSON OF ABSTRACT OF PAGES a. REPORT b. ABSTRACT a. THIS PAGE 19b. TELEPHONE NUMBER (Include area code) Standard Form 298 (Rev. 8/98) Prescribed by ANSI Std. Z39.18 BUREAU OF RECLAMATION Technical Service Center, Denver, Colorado Sedimentation and River Hydraulics Group, 86-68240 Technical Report No. SRH-2014-08 Theodore Roosevelt Lake 2013 Sedimentation Survey Theodore Roosevelt Dam Arizona ‘71c ) Prepared: Ronald L. Ferrari Date Hydraulic Engineer, Sedimentation and River Hydraulics Group 86-68240 Pe -r Reviev: Kent Collins, RE Date Hydraulic Engineer, Sedimentation and River Hydraulics Group 86-68240 Table of Contents Page Introduction ...................................................................................................................................... 1 Previous Surveys .............................................................................................................................. 3 Original ..................................................................................................................................... 3 1981 Survey .............................................................................................................................. 3 1995 Survey .............................................................................................................................. 3 Control Survey Data Information ..................................................................................................... 4 Reservoir Operations ........................................................................................................................ 7 Hydrographic Survey, Equipment, and Method of Collection ......................................................... 8 Bathymetric Survey Equipment ................................................................................................ 8 1995 Aerial Contours .............................................................................................................. 11 2012 LiDAR ............................................................................................................................ 12 Reservoir Area and Capacity .......................................................................................................... 33 Topography Development ....................................................................................................... 33 2013 Roosevelt Lake Surface Area Methods .......................................................................... 56 2013 Roosevelt Lake Storage Capacity Methods .................................................................... 56 Roosevelt Lake Surface Area and Capacity Results ............................................................... 57 Longitudinal Distribution ............................................................................................................... 57 2013 Roosevelt Lake Analyze ........................................................................................................ 65 Summary and Conclusions ............................................................................................................. 67 References ...................................................................................................................................... 69 Index of Figures Figure 1 - SRP reservoirs located downstream of Roosevelt Lake. ................................................. 1 Figure 2 - Downstream view of Roosevelt Dam and right abutment spillway. ................................ 2 Figure 3 – “Rose 1” control point used as base for the 2013 hydrographic survey. ......................... 5 Figure 4 - Temporary monument labeled "Rose 1," looking east. .................................................... 5 Figure 5 - Theodore Roosevelt Lake 2013