Reference List Special Note: Members of USSD can contact Larry Stephens for USSD s Member
|
|
- Percival May
- 6 years ago
- Views:
Transcription
1 Reference List Special Note: Members of USSD can contact Larry Stephens for USSD s Member Code to use for ICOLD publications. ASCE Task Committee. Guidelines for Instrumentation and Measurements for Monitoring Dam Performance Barber, E., and C. Sawyer. Highway Subdrainage. Highway Research Board. Proceedings, Vol Barrett, B., and Bliss, M. Emergency Remedial Actions at A.V. Watkins Dam. 28 th Annual USSD Conference, Portland, Oregon. April 28 May 2, Bruce, D. Specialty Construction Techniques for Dams and Levees. CRC Press, Carrier, D. "Goodbye, Hazen; Hello, Kozeny Carman". Journal of Geotechnical Geoenvironmental Engineering 129, no. 11: Casagrande, A., and Fadum, R. "Notes on Soil Testing for Engineering Purposes". Harvard University Graduate School Engineering Publication Casagrande, A. "Seepage Through Dams. Contribution to Soil Mechanics , Boston Society of Civil Engineers: Cedergren, H.R. Seepage Requirements of Filters and Pervious Bases. ASCE Paper No. 2623, Transactions, Vol. 127, Part I: Cedergren. "Seepage Control in Earth Dams." Embankment Dam Engineering: Casagrande Volume, New York: John Wiley and Sons, Inc., Cedergren, H.R. Seepage, Drainage and Flow Nets. Third Edition. John Wiley & Sons, Inc., Chapuis, R. "Predicting the saturated hydraulic conductivity of sand and gravel using effective diameter and void ratio." Canadian Geotechnical Journal: Christianson, E.H., Hamblin, W.K. Dynamic Earth: An Introduction to Physical Geology. Jones & Bartlett Learning, February Deere, D.U., and J. Dunnicliff. Judgment in Geotechnical Engineering: The Professional Legacy of Ralph B. Peck. John Wiley & Sons, Inc., Federal Emergency Management Agency (FEMA). Dam Safety: An Owner's Guidance Manual. U.S. Department of Homeland Security June 2015
2 Federal Emergency Management Agency (FEMA). Filters for Embankment Dams: Best Practices for Design and Construction. U.S. Department of Homeland Security ** Federal Emergency Management Agency (FEMA). Report of Workshop on Issues, Solutions and Research Needs Related to Seepage through Embankment dams, FEMA sponsored workshop. October 2000.** Federal Emergency Management Agency (FEMA). Technical Manual: Conduits through Embankment Dams, FEMA 484CD. September ** Federal Emergency Management Agency (FEMA). Technical Manual: Plastic Pipe Used in Embankment Dams, FEMA P 675. November 2007.** Federal Emergency Management Agency (FEMA). Technical Manual: Embankment Dam Seepage: Best Practices for Monitoring, Measurement, and Evaluation, DRAFT. November Federal Emergency Management Agency (FEMA). Technical Manual: for Dam Owners, Impacts of Animals on Dam Owners, FEMA 473. September 2005.** Federal Energy Regulatory Commission (FERC). Dam Safety Performance Monitoring Program, Chapter 9: Instrumentation and Monitoring.** Fell, R., MacGregor, P., and Stapledon, D. Geotechnical Engineering of Embankment Dams. Rotterdam: Balkema, Fell, R., & Foster, M. "The Internal Erosion and Piping Process." FEMA. Proceedings: Workshop on Issues, Solutions and Research Needs Related to Seepage through Embankment Dams, Denver, October 17 19, Foster, M. and Fell R. Assessing Embankment Dam Filters that Do Not Satisfy Design Criteria. Journal of Geotechnical and Geoenvironmental Engineering: May Foster, M., Fell, R., and Spannagle, M. A method for assessing the relative likelihood of failure of embankment dams by piping. Canadian Geotechnical Journal 37: France, J.W. Report on Workshop on Issues, Solutions, and Research Needs Related to Seepage through Embankment Dams ASDSO Annual Conference. France, J.W. Seepage Collection and Control Systems: The Devil is in the Details ASDSO Annual Conference, Phoenix, AZ. Freeze, A., and Cherry, J. Groundwater. Prentice Hall June 2015
3 Harr, M.E. Groundwater and Seepage. McGraw Hill Book Company, New York, NY, Harr, M.E. Mechanics of Particulate Media. McGraw Hill Book Company, New York, NY, Hirschfeld, R. Design, Construction, and Inspection of Embankment Dams to Reduce the Risk of Piping, Seepage, Piping and Remedial Measures, Interagency Committee on Dam Safety. ICODS. March 23 24, International Commission on Large Dams (ICOLD): Internal Erosion of Existing Dams, Levees and Dikes, and Their Foundations. Bulletin 164, Volume 1. January 22, International Commission on Large Dams (ICOLD). Cutoffs for Dams Bulletin 150. Jansen, R. Earthfill Dam Design and Analysis. Advanced Dam Engineering for Design, Construction, and Rehabilitation. R.B. Jansen: Knodel, P.C. Dispersive Clays. Advanced Dam Engineering for Design, Construction, and Rehabilitation. R.B. Jansen: Kramer, R. "Long term Reliability of Clay Barriers." Clay Barriers of Embankment Dams. Institution of Civil Engineers McCook, D.K. Chimney Filters Design and Construction Considerations ASDSO Annual Conference, Pittsburg, PA. McCook, D.K. Things Your Mother Never Told You About Earth Dam Design ASDSO Annual Conference, Tampa, FL. McCook, D.K. The Filter Design Tightrope ASDSO Annual Conference, Minneapolis, MN. McCook, D.K. A Comprehensive Discussion of Piping and Internal Erosion ASDSO Annual Conference, Phoenix, AZ. McCook, D.K. Supplemental Tests to Evaluate Suitability of Materials Proposed for Use in Critical Filter Zones ASDSO Annual Conference, Orlando, FL. McCook, D.K., and Pabst, M. Pipes in Drain Systems Are They a Necessary Evil? 2006 ASDSO Annual Conference, Boston, MA. McCook, D.K., and Talbot, J. NRCS Filter Design Criteria A Step by Step Approach ASDSO Annual Conference, Atlanta, GA. Natural Resource Conservation Service, TR 60 Earth Dams and Reservoirs, U.S. Department of Agriculture, June 2015
4 Naval Facilities Engineering Command. Design Manual 7.01 Soil Mechanics, Department of the Navy ** O Leary, T., Vroman, N., Williams, C., and Pabst, M. Critical Horizontal Seepage Gradients. Journal of Dam Safety, ISSN Association of State Dam Safety Officials, Volume 11, Issue Leonards, G.A. Foundation Engineering. McGraw Hill Inc. January Pabst, M., Robbins, B., Engemoen, B., Hanneman, D., Redlinger, C., and Scott, G. Heave, Uplift and Piping at the Toe of Embankment Dams A New Perspective, Journal of Dam Safety Peck, R. Where Has All the Judgment Gone? Canadian Geotechnical Journal 17, no. 4: Pabst, M., and France, J. Getting Water in Pipes Not as Easy as it Seems ASDSO Annual Conference, Austin, TX. Pabst, M. Design and Construction of Access Features for Toe Drains ASDSO Annual Conference, Austin, TX. Pabst, M. Considerations for Filter Design. Proceedings: 2007 USSD Annual Conference, Denver, CO. Pabst, M. Adding Filter Protection to Existing Conduits through Embankment Dams ASDSO Annual Conference, Hollywood, FL. Pabst, M., Robbins, B., Engemoen, B., Hanneman, D., Redlinger, C., and Scott, G. Heave, Uplift, & Piping at the Toe of Embankment Dams. Journal of Dam Safety, ISSN Association of State Dam Safety Officials, Volume 11, Issue Paul, D., Cyganiewicz, J., Slaven, C., and France, J. Assessment of Potential Failure Modes for the Truckee Canal at Fernley, Nevada. Journal of Dam Safety, Volume ISSN Association of State Dam Safety Officials 7, no Perry, E.P. Piping in earth dams constructed of dispersive clay: Literature review and design of laboratory tests. Technical Report S 75 15, Vicksburg, MS: Waterways Exp. Station Perry, E.P. Laboratory Tests on Granular Filters for Embankment Dams, Technical Report GL 87 22, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS. August June 2015
5 Perry, E. B., and Al Hussaini, M.M. Filters and Drains for Earth Dams ASDSO Annual Conference. Powers, J.P. Construction Dewatering: A Guide to Theory and Practice. John Wiley & Sons Inc.; May Pritchett, E.C. Embankment Seepage Control Design and Construction, Seepage and Leakage from Dams and Impoundments. Volpe, R.L. and W.E. Kelly, eds. American Society of Civil Engineers. New York, NY: Ritter, D.F., Kohel, R.C., Miller, J.R. Process Geomorphology, 5 th Edition. Waveland Press Inc., Long Grove, IL, February Schmertmann, J.H. The no filter factor of safety against piping through sand. Judgment and Innovation: The Heritage and Future of the Geotechnical Engineering Profession. Geotechnical Special Publication No. 111, American Society of Civil Engineers, Reston, VA Sellmeijer, J.B., Lopez de la Cruz, H., van Beek, V.M., and Knoeff, J.G. Fine tuning of the backward erosion piping model through small scale, medium scale and Ijkdijk experiments. European Journal of Environmental and Civil Engineering, 15(8) Sherard, J.L. Embankment dam cracking. Embankment Dam Engineering. Hirschfeld and Poulos, eds. New York: John Wiley & Sons, Inc Sherard, J.L. Sinkholes in Dams of Coarse, Broadly Graded Soils. ICOLD 13th Congress on Large Dams, Q.49, R2, New Delhi, India Sherard, J.L. Discussion of design of filters for clay cores of dams. Journal of Geotechnical Engineering 109, no. 9: Sherard, J.L. Hydraulic Fracturing in Embankment Dams. Journal of Geotechnical Engineering 112, no. 10: October Sherard, J.L., Decker, R.S., and Ryker, N.L. Study of Piping Failures and Erosion Damage from Rain in Clay Dams in Oklahoma and Mississippi, a report prepared for the Soil Conservation Service Sherard, J.L., Piping in Earth Dams of Dispersive Clay. Proceedings: Conference on the Performance of Earth and Earth Supported Structures. ASCE, Vol. 1: June Sherard, J.L., Dunnigan, L.P., and Talbot, J.R. Basic Properties of Sand and Gravel Filters. Journal of Geotechnical Engineering 110, no. 6: June June 2015
6 Sherard, J.L., Dunnigan, L.P., and Talbot, J.R. Filters for Silts and Clays. Journal of Geotechnical Engineering 110, no. 6: June Sherard, J.L., and Dunnigan, L.P. Filters and Leakage Control in Embankment Dams, Seepage and Leakage from Dams and Impoundments. ASCE Symposium, Denver, CO. May Sherard, J.L., and Dunnigan, L.P. Critical Filters for Impervious Soils. Journal of the Geotechnical Engineering Division 115, no. 7: July U.S. Army Corps of Engineers. EM Seepage Analysis and Control of Dams. U.S. Department of the Army ** U.S. Army Corps of Engineers. EM Instrumentation of Embankment Dams and Levees. U.S. Department of the Army ** U.S. Army Corps of Engineers. EM Construction Control for Earth and Rockfill Dams. U.S. Department of the Army U.S. Army Corps of Engineers. EM General Design and Construction Considerations for Earth and Rockfill Dams. U.S. Department of the Army ** U.S. Army Corps of Engineers. ETL Engineering and Design Initial Reservoir Filling Plan. U.S. Department of the Army ** USCOLD. Lessons from Dam Incidents: Committee on Failures and Accidents to Large Dams of the United States Committee on Large Dams (USCOLD). American Society of Civil Engineers. New York, U.S. Dept. of Agriculture, Natural Resource Conservation Service. TR 60 Earth Dams and Reservoirs ** U.S. Dept. of Agriculture, Natural Resource Conservation Service. Part 628 Dams, National Engineering Handbook, Chapter 45 Filter Diaphragms ** U.S. Dept. of Agriculture, Natural Resources Conservation Service. Part 651, Agricultural Waste Management Field Handbook, Chapter ** U.S. Dept. of Agriculture, Natural Resources Conservation Service. Soil Mechanics Note SM 3: Soil Mechanics Considerations for Embankment Drains. May 1971.** U.S. Dept. of Agriculture, Natural Resources Conservation Service. Soil Mechanics Note SM 5: Flow Net Construction and Use ** 6 June 2015
7 U.S. Dept. of Agriculture, Natural Resources Conservation Service. Soil Mechanics Note SM 7: The Mechanics of Seepage Analyses. October ** U.S. Dept. of Agriculture, Natural Resources Conservation Service. Soil Mechanics Note SM 9: Permeability of Selected Clean Sands and Gravels. March ** U.S. Dept. of Agriculture, Natural Resources Conservation Service. Gradation Design of Sand and Gravel Filters. U.S. Department of Agriculture National Engineering Handbook, Part 633, Chapter 26: Washington, DC. October ** U.S. Dept. of Interior, Bureau of Reclamation. Design of Small Dams ** U.S. Dept. of Interior, Bureau of Reclamation. Design Standards No. 13: Embankment Dams, Chapters 5, 8, and /2012.** U.S. Dept. of Interior, Bureau of Reclamation. Embankment Dam Instrumentation Manual ** Von Thun, J.L. Understanding seepage and piping failures The No. 1 dam safety problem in the West. Proceedings: Association of Dam Safety Officials (ASDSO) Western Regional Conference, Lake Tahoe, NV: ** These references are publically available documents that are included in the course CD 7 June 2015
CHAPTER 8 SEEPAGE CONTROL IN EMBANKMENTS
CHAPTER 8 SEEPAGE CONTROL IN EMBANKMENTS 8-1. General. All earth and rock-fill dams are subject to seepage through the embankment, foundation, and abutments. Seepage control is necessary to prevent excessive
More informationImportant Role of Filters in Hydraulic Soil Structures Hamid Fallah Apr. 19, 2013
11 th PURDUE GEOTECHNICAL SOCIETY WORKSHOP Important Role of Filters in Hydraulic Soil Structures Hamid Fallah Apr. 19, 2013 Outline Introduction Brief history of evolution of filter design criteria Design
More informationAssessing the Potential of Internal Instability and Suffusion in Embankment Dams and Their Foundations
Assessing the Potential of Internal Instability and Suffusion in Embankment Dams and Their Foundations Chi Fai Wan 1 and Robin Fell 2 Abstract: Suffusion is the process by which finer soil particles are
More informationSeepage Analysis through an Earth Dam (KHASA-CHAI Dam) as a Case Study
Engineering and Technology Journal Vol. 35, Part A. No. 2, 27 A.J. Zedan Civil Eng. Dept., Tikrit University, Tikrit, Iraq. jayedadn@yahoo.com M.R. Faris Civil Eng. Dept., Tikrit University, Tikrit, Iraq.
More informationConduits through Embankment Dams
Conduits through Embankment Dams Best Practices for Design, Construction, Problem Identification and Evaluation, Inspection, Maintenance, Renovation, and Repair L-266/September 2005 Introduction Conduits
More informationPossible indicators of internal erosion prone dams comprising broadly graded materials
Possible indicators of internal erosion prone dams comprising broadly graded materials H. RÖNNQVIST, Vattenfall Power Consultant AB, Stockholm, Sweden SYNOPSIS. Embankment dams comprising broadly graded
More informationAssessing the Potential for Internal Erosion in Glacial Moraine Core Embankment Dams
Assessing the Potential for Internal Erosion in Glacial Moraine Core Embankment Dams H. F. Rönnqvist 1) 1) Vattenfall Power Consultant AB, Civil Engineering Division, Dam Safety Department, P.O. Box 527,
More informationABSTRACT. Keywords Dispersive soil, Critical hydraulic gradient, Uniformity coefficient, Effective pore
Journal of Water Sciences Research, ISSN: 2251-7405 eissn: 2251-7413 Vol.5, No.2, Summer 2013, 13-24, JWSR Investigating the Influence of Filter Uniformity Coefficient and Effective Pore Size on Critical
More informationApplicability of the Fracture Flow Interface to the Analysis of Piping in Granular Material
Applicability of the Fracture Flow Interface to the Analysis of Piping in Granular Material S. Bersan 1, C. Jommi 2, A. Koelewijn 3, P. Simonini 1 1 University of Padua, Padua, Italy 2 Delft University
More informationEVALUATION OF DIFFERENT SEEPAGE CONTROL MEASURES FOR A PROPOSED GOLEN GOL WEIR IN PAKISTAN
Sci., Tech. and Dev., 32 (4): 299-307, 2013 EVALUATION OF DIFFERENT SEEPAGE CONTROL MEASURES FOR A PROPOSED GOLEN GOL WEIR IN PAKISTAN BAZID KHAN 1 *, MUHAMMAD AMIN 2 AND NOOR BADSHAH 3 1 Department of
More informationA Study on Seepage Through Earthen Dams By Using Analytical Methods 1 D.Ashok Kumar, 2 A. Mohan
A Study on Seepage Through Earthen Dams By Using Analytical Methods 1 D.Ashok Kumar, 2 A. Mohan 1 Assistant Professor, Department of Civil Engineering, Vignan s,institute of Technology & Aeronautical Engineering,
More informationINVESTIGATION AND EVALUATION OF SEEPAGE CONDITIONS AND POTENTIAL FAILURE MODES AROUND OUTLET CONDUITS. Keith A. Ferguson, P.E. 1
INVESTIGATION AND EVALUATION OF SEEPAGE CONDITIONS AND POTENTIAL FAILURE MODES AROUND OUTLET CONDUITS Keith A. Ferguson, P.E. 1 ABSTRACT Evaluation of potential seepage failure modes in embankment dams
More informationDAMS AND OTHER HYDRAULIC STRUCTURES
GAP.2.9.1 A Publication of Global Asset Protection Services LLC DAMS AND OTHER HYDRAULIC STRUCTURES INTRODUCTION The purpose of a dam evaluation is to review the design, construction and performance history
More informationJune 30, 2015 Project No.: C Mr. Kent Christensen, P.Eng. General Manager Huckleberry Mines Limited PO Box 3000 Houston BC, V0J 1Z0
Suite 500-980 Howe Street Vancouver, BC Canada V6Z 0C8 Telephone (604) 684-5900 Fax (604) 684-5909 June 30, 2015 Project No.: 1193-005-C Mr. Kent Christensen, P.Eng. General Manager Huckleberry Mines Limited
More informationTransient Seepage Analyses of Soil-Cement Uplift Pressures During Reservoir Drawdown
Transient Seepage Analyses of Soil-Cement Uplift Pressures During Reservoir Drawdown Robert J. Huzjak 1, P.E., M. ASCE, Adam B. Prochaska 2, Ph.D., A.M. ASCE, and James A. Olsen 3, A.M. ASCE 1 President,
More informationSOIL MECHANICS Assignment #4: Soil Permeability.
Geotechnical Engineering Research Laboratory One University Avenue Lowell, Massachusetts 01854 Edward L. Hajduk, D.Eng, PE Lecturer PA105D Tel: (978) 94-2621 Fax: (978) 94-052 e-mail: Edward_Hajduk@uml.edu
More informationTypical flow net for the flow beneath the dam with heel cutoff wall [Lambe & R.V. Whitman (1979)]
Typical flow net for the flow beneath the dam with heel cutoff wall [Lambe & R.V. Whitman (1979)] Typical flow net for the flow beneath the dam with toe cutoff wall [Lambe & R.V. Whitman (1979)] Exit gradient
More informationProf. B V S Viswanadham, Department of Civil Engineering, IIT Bombay
18 Permeability and Seepage -7 Failure due to piping for single row of sheetpile wall structure (Terzaghi, 1922) By considering a soil prism on the downstream side of unit thickness and of section D x
More informationUtah State University
Utah State University GIS in Water Resources CEE 6440 Dr. David Tarboton Underseepage Analysis in levees using GIS Prepared by Lourdes Polanco December, 2012 Introduction Levees are embankments designed
More informationEMBANKMENT DAM SEEPAGE MODIFICATIONS CHOICES AND CONSIDERATIONS. John W. France, PE, D.WRE 1 ABSTRACT INTRODUCTION
This paper is reproduced from the Proceedings of the 2014 United States Society on Dams (USSD) Annual Conference, with the permission of USSD. EMBANKMENT DAM SEEPAGE MODIFICATIONS CHOICES AND CONSIDERATIONS
More informationApplying available internal erosion criteria to dams with cores of glacial till - a reassessment of a 1980s sinkhole
Applying available internal erosion criteria to dams with cores of glacial till - a reassessment of a 1980s sinkhole H. RÖNNQVIST, WSP Civils, Stockholm, Sweden SYNOPSIS Most available criteria for assessing
More informationChapter A-10 GEOTECHNICAL ANALYSIS NORTH KANSAS CITY - LOWER (NATIONAL STARCH AREA)
Kansas Citys, Missouri and Kansas Flood Damage Reduction Feasibility Study (Section 216 Review of Completed Civil Works Projects) Engineering Appendix to the Interim Feasibility Report Chapter A-10 GEOTECHNICAL
More informationEstimating in-situ soil permeability from CPT & CPTu
Estimating in-situ soil permeability from CPT & CPTu P.K. Robertson Gregg Drilling & Testing Inc., Signal Hill, California, USA ABSTRACT: Engineers often want to estimate profiles of soil permeability
More informationEffect of Subsurface Drainage on Performance of Flexible Pavements
92 NICMAR-Journal of Construction Management, Vol. XXVII, No. 2&3, April-June COMMUNICATION & July-Sept. 2012 Effect of Subsurface Drainage on Performance of Flexible Pavements Siddhartha Rokade*, P. K.
More informationMechanical and Hydraulic Behavior of Cut off-core Connecting Systems in Earth Dams
Mechanical and Hydraulic Behavior of Cut off-core Connecting Systems in Earth Dams Zakaria Zoorasna Graduate Student Faculty of Engineering, Tarbiat Moallem University, Tehran, Iran z_zoorasna@yahoo.com
More informationProblems in Improvement Evaluation, QA and QC
Problems in Improvement Evaluation, QA and QC Specifying test types, locations, and frequency Representativeness of samples Variability in treatment and uncertainty about acceptable amount of variability
More informationCharacterization of Dispersive Soils
Materials Sciences and Applications, 2011, 2, 629-633 doi:10.4236/msa.2011.26085 Published Online June 2011 (http://www.scirp.org/journal/msa) 629 T. S. Umesh 1, S. V. Dinesh 1, Puvvadi V. Sivapullaiah
More information521D-1 NATURAL RESOURCES CONSERVATION SERVICE CONSERVATION PRACTICE STANDARD POND SEALING OR LINING COMPACTED CLAY TREATMENT (NO.) CODE 521D DEFINITION A liner for a pond or waste storage impoundment constructed
More informationSEEPAGE ANALYSIS UNDERNEATH DIYALA WEIR FOUNDATION
Thirteenth International Water Technology Conference, IWTC 13 009, Hurghada, Egypt SEEPAGE ANALYSIS UNDERNEATH DIYALA WEIR FOUNDATION Saleh I. Khassaf 1, Aqeel Sh. Al-Adili, and Rafid S. Rasheed 3 1 Asst.
More informationConstruction Dewatering. Lecture 11. Construction Dewatering
Construction Dewatering Lecture 11 Construction Dewatering The purpose of construction dewatering is to control the surface and subsurface hydrologic environment in such a way as to permit the structure
More informationRegulation 18 August 2009 NO Operations and Maintenance LEVEE ENCROACHMENT STANDARDS AND PROCEDURES
CENWP-EC DEPARTMENT OF THE ARMY PDR 30-2-5 Portland District, Corps of Engineers (Draft) P.O. Box 2946 Portland, Oregon 97208 Regulation 8 August 2009 NO. 30-2-5 Operations and Maintenance LEVEE ENCROACHMENT
More informationThe Vegetation Challenge Sacramento, California August 28-29, 29, 2007
The Vegetation Challenge Sacramento, California August 28-29, 29, 2007 David A. Pezza, P. E. U. S. Army Corps, Headquarters Engineering and Construction Chief, Civil Works Branch ASCE Civil Engineering
More informationChapter A-9 GEOTECHNICAL ANALYSIS NORTH KANSAS CITY - LOWER (HARLEM AREA)
Kansas Citys, Missouri and Kansas Flood Damage Reduction Feasibility Study (Section 216 Review of Completed Civil Works Projects) Engineering Appendix to the Interim Feasibility Report Chapter A-9 GEOTECHNICAL
More informationJohn Cyganiewicz Senior Engineer / Independent Reviewer / Risk Analyst
Areas of Expertise Geotechnical Engineering Dams Risk Analysis Years of Experience 38 Years Education Engineer/Civil & Environmental Engineering/1975/ University of Rhode Island Graduate Studies/University
More informationRevision Nalcor Doc. No. MFA-SN-CD-0000-GT-DC C1 Date Page SLI Doc. No EC Dec-2013 ii DESIGN CRITERIA - GEOTECHNICAL
SLI Doc. No. 505573-3000-40EC-0003 01 5-Dec-2013 ii TABLE OF CONTENTS Page No. 1 INTRODUCTION... 1 2 CREST ELEVATIONS... 2 2.1 Cofferdams... 2 2.2 North Spur... 3 3 STABILITY ANALYSIS LOADING CASES AND
More informationAMERICAN ELECTRIC POWER (SWEPCO)
2016 DAM & DIKE INSPECTION REPORT ASH PONDS GERS-16-163 WELSH POWER PLANT AMERICAN ELECTRIC POWER (SWEPCO) CASON, TEXAS NATIONAL INVENTORY NO. TX4357 PREPARED BY GEOTECHNICAL ENGINEERING AEP SERVICE CORPORATION
More information(Refer Slide Time: 04:08)
Soil Mechanics Prof. B.V.S. Viswanathan Department of Civil Engineering Indian Institute of Technology, Bombay Lecture 27 Flow of water through soils-viii Welcome to lecture number eight of flow of water
More informationUSACE LEVEE RISK ASSESSMENT PROCESS LESSONS LEARNED
USACE LEVEE RISK ASSESSMENT PROCESS LESSONS LEARNED 1 237 237 237 217 217 217 200 200 200 80 119 27 252 174.59 255 255 255 0 0 0 163 163 163 131 132 122 239 65 53 110 135 120 112 92 56 62 102 130 102 56
More informationERDC/GSL TN-14-2 August 2014 Review of Instrumentation and Monitoring for USACE Levees
Review of Instrumentation and Monitoring for USACE Levees By Joseph B. Dunbar, Gustavo Galan-Comas, Lucas A. Walshire, Ronald E. Wahl, Donald Yule, Maureen K. Corcoran, Jose Llopis, and Amber L. Bufkin
More informationEffect of Clay Content on Permeability and Compaction Parameters of Sand
Effect of Clay Content on Permeability and Compaction Parameters of Sand Shahid Noor Scientist C, Central Soil and Materials Research Station Amardeep Singh Scientist C, Central Soil and Materials Research
More informationCONTROLLING INTERNAL EROSION IN EARTH DAMS AND THEIR FOUNDATIONS: CASE STUDIES
Proceedings of Indian Geotechnical Conference December 5-7, 20, Kochi (Invited Talk-) CONTROLLING INTERNAL EROSION IN EARTH DAMS AND THEIR FOUNDATIONS: CASE STUDIES A. Soroush, Associate Professor, Amirkabir
More informationPOND SEALING OR LINING COMPACTED SOIL TREATMENT
NATURAL RESOURCES CONSERVATION SERVICE CONSERVATION PRACTICE STANDARD POND SEALING OR LINING COMPACTED SOIL TREATMENT CODE 520 (FT. 2 ) DEFINITION A liner for an impoundment constructed using compacted
More informationENGINEERING AND CONSTRUCTION BULLETIN
ENGINEERING AND CONSTRUCTION BULLETIN No. 2017-2 Issuing Office: CECW-CE Issued: 27 Jan 17 Expires: 27 Jan 19 SUBJECT: Revision and Clarification of EM 1110-2-2100 and EM 1110-2-2502. CATEGORY: Guidance.
More informationApplication of Geotextiles in Pavement Drainage Systems
International Journal of Civil Engineering Research. ISSN 2278-3652 Volume 5, Number 4 (2014), pp. 385-390 Research India Publications http://www.ripublication.com/ijcer.htm Application of Geotextiles
More informationDistribution Restriction Statement
DEPARTMENT OF THE ARMY CECW-ED U.S. Army Corps of Engineers CECW-EG Washington, DC 20314-1000 ETL 1110-2-352 Technical Letter No. 1110-2-352 31 March 1994 Engineering and Design STABILITY OF GRAVITY WALLS
More informationDistribution Restriction Statement Approved for public release; distribution is unlimited.
CECW-EG Engineer Regulation 1110-2-1942 Department of the Army U.S. Army Corps of Engineers Washington, DC 20314-1000 Engineering and Design INSPECTION, MONITORING AND MAINTENANCE OF RELIEF WELLS 25 September
More informationWater Control Structures Selected Design Guidelines Alberta Environment Page 14-1
Alberta Environment Page 14-1 14.0 LOW LEVEL OUTLET WORKS 14.1 General In general, a low level outlet structure can be used to provide one or more of the following functions: Supply adequate water to meet
More informationControl of Seepage through Earth Dams Based on Pervious Foundation Using Toe Drainage Systems
Journal of Water Resource and Protection, 06, 8, 58-74 http://www.scirp.org/journal/jwarp ISSN Online: 945-308 ISSN Print: 945-3094 Control of Seepage through Earth Dams Based on Pervious Foundation Using
More informationTime-Dependent Strength Behavior of Soil-Bentonite Slurry Wall Backfill
Time-Dependent Strength Behavior of Soil-Bentonite Slurry Wall Backfill Jeffrey Evans 1, and Christopher Ryan 2 1 Bucknell University, Department of Civil and Environmental Engineering, Lewisburg, PA 17837
More informationSECTION 4 Tailings and Waste Disposal-Seepage, Contamination, Regulations, and Control
SECTION 4 Tailings and Waste Disposal-Seepage, Contamination, Regulations, and Control 31 The Role of Water in the Failure of Tailings Dams by Edwin S. Smith, Chief Engineer, Geotechnical Division, and
More informationUncertainty of Model Parameters in PSDDF for Coastal Restoration. Timothy D. Stark 1 and Navid H. Jafari 2
Geo-Chicago 2016 GSP 273 492 Uncertainty of Model Parameters in PSDDF for Coastal Restoration Timothy D. Stark 1 and Navid H. Jafari 2 1 Professor, Dept. of Civil and Environmental Engineering, Univ. of
More informationNarora Weir A Historical Perspective of Piping Theory
Narora Weir A Historical Perspective of Piping Theory Kevin S. Richards, Ph.D., L.P.G. Senior Advisor USACE - Risk Management Center September 23, 2015 US Army Corps of Engineers BUILDING STRONG Outline
More informationREVIEW PLAN For Plans and Specifications For Toe Drain Repairs Falls Lake Dam Wake County, North Carolina Wilmington District
REVIEW PLAN For Plans and Specifications For Toe Drain Repairs Falls Lake Dam Wake County, North Carolina Wilmington District September 2011 APPROVED 20 September 2011 THE INFORMATION CONTAINED IN THIS
More information1868 Rio Blanco Ave Loveland, Colorado USA Phone [C] 001 (303) [H] 001 (970)
1868 Rio Blanco Ave Loveland, Colorado 80538 USA Phone [C] 001 (303) 842 4814 [H] 001 (970) 292-8583 Email: tpdolen@yahoo.com PROPOSED ROLE: Concrete Materials Specialist Mass Concrete and Roller Compacted
More informationCOPYRIGHTED MATERIAL. Contents PART ONE: THEORY...1. Preface to the Third Edition xiii. About the Authors xv. Acknowledgements xvii
Preface to the Third Edition xiii About the Authors xv Acknowledgements xvii Contents PART ONE: THEORY...1 1. Groundwater in Construction...3 1.1 Groundwater in the Hydrologic Cycle 3 1.2 Origins of Dewatering
More informationV Compaction Section 1.6 Craig
V Compaction Section 1.6 Craig 1 Outline 1. Compaction 2. Theory of Compaction 3. Properties and Structure of Compacted Fine-Grained Soils 4. Suggested Homework 5. References 2 2.1 Compaction and Objectives
More informationAging Outlet Conduits Through Earthen Dams John Harrison, PE Schnabel Dam Engineering, Inc.
Aging Outlet Conduits Through Earthen Dams John Harrison, PE Schnabel Dam Engineering, Inc. PA AWWA Annual Conference April 23, 2015 The Most Important Length of Pipe in your System..is the one through
More informationAPPENDIX A EARTHEN EMBANKMENT. VERSION 1.0 March 1, 2011
APPENDIX A EARTHEN EMBANKMENT VERSION 1.0 March 1, 2011 SECTION A-1: DESCRIPTION OF PRACTICE An earthen embankment is a raised impounding structure made from compacted soil. The embankment is the feature
More informationAMERICAN ELECTRIC POWER (SWEPCO)
2015 DAM & DIKE INSPECTION REPORT ASH PONDS GERS-15-034 WELSH POWER PLANT AMERICAN ELECTRIC POWER (SWEPCO) CASON, TEXAS NATIONAL INVENTORY NO. TX4357 PREPARED BY GEOTECHNICAL ENGINEERING AEP SERVICE CORPORATION
More informationThree Dimensional Seepage Analyses in Mollasadra Dam after Its Impoundments
JASEM ISSN 1119-8362 All rights reserved Full-text Available Online at www.bioline.org.br/ja J. Appl. Sci. Environ. Manage. June, 2011 Vol. 15 (2) 241-246 Three Dimensional Seepage Analyses in Mollasadra
More informationVolume II: Hazard Annex Dam Failure
Volume II: Hazard Annex Dam Failure Causes and Characteristics of Dam Failure Dam Characteristics Dams are impervious structures that block the flow of water in a river or stream, capturing water behind
More informationPonds: planning, design, and construction
Ponds: planning, design, and construction Ponds for many purposes: Fish Production Recreation Water Supply Esthetics Wildlife Habitat Natural ponds: Formed in natural depressions in the landscape Not man-made
More informationLARGE TRIAXIAL TESTS ON FABRIC REINFORCED AND CEMENT MODIFIED MARGINAL SOIL
IGC 2009, Guntur, INDIA LARGE TRIAXIAL TESTS ON FABRIC REINFORCED AND CEMENT MODIFIED MARGINAL SOIL G.V. Praveen Research Scholar, Faculty, S.R. Engg. College, Warangal, India. V. Ramana Murty Assistant
More informationDistribution Restriction Statement Approved for public release; distribution is unlimited.
CEMP-ET Engineer Technical Letter 1110-1-129 Department of the Army U.S. Army Corps of Engineers Washington, DC 20314-1000 Engineering and Construction USE OF ENGINEERING FABRICS AND ASPHALT RUBBER INTERLAYERS
More informationReference No L-Rev0-1000
June 29, 2015 Reference No. Mr. Mark Slater Teck Coal Limited Greenhills Operations PO Box 5000 Sparwood, BC V0B 1H0 RESPONSE TO MINISTRY OF ENERGY AND MINES MEMORANDUM DATED FEBRUARY 3, 2015, REGARDING
More informationOverview geotechnical model tests on dike safety at Deltares
Overview geotechnical model tests on dike safety at Deltares A.Bezuijen Ghent University/Deltares V.M. van Beek Deltares / Delft University of Technology G.A. van den Ham, C. Zwanenburg Deltares Abstract:
More informationMaterial properties of Tailings from Swedish mines
Material properties of Tailings from Swedish mines I. Jantzer Luleå University of Technology, Sweden, Isabel.Jantzer@ltu.se A. Bjelkevik Sweco AB, Sweden, Annika.Bjelkevik@sweco.se K. Pousette Luleå University
More informationAssessment of the Internal Instability for Granular Soils Subjected to Seepage
Journal of Geoscience and Environment Protection, 216, 4, 46-55 Published Online June 216 in SciRes. http://www.scirp.org/journal/gep http://dx.doi.org/1.4236/gep.216.464 Assessment of the Internal Instability
More informationLaboratory modeling of erosion potential of seepage barrier material
Utah State University DigitalCommons@USU All Graduate Theses and Dissertations Graduate Studies 5-2013 Laboratory modeling of erosion potential of seepage barrier material Nathan E. Braithwaite Follow
More informationANALYSIS OF SUSCEPTIBILITY TO SUFFUSION
ANALYSIS OF SUSCEPTIBILITY TO SUFFUSION N. SanthanaKrishnan 1 and T. R. Neelakantan 2 1 B. Tech Civil Engineering, SASTRA University, Thanjavur, India 2 Centre for Advanced Research in Environment, School
More informationRock Anchors for Dams, The National Research Project: The Evolution of Post-tensioned Anchors on Hydropower Dams
Rock Anchors for Dams, The National Research Project: The Evolution of Post-tensioned Anchors on Hydropower Dams Dr. Donald A. Bruce, Geosystems, L.P., USA and John S. Wolfhope, P.E., Freese and Nichols,
More informationDam Safety Regulations & National Dam Safety Program
BIA Summer Water Resources Training Dam Safety Inspections Part 3 Dam Safety Legislation & Regulation July 28, 2012 Presented by Michael Johnson, Ph.D., P.E. Dam Safety Regulations & National Dam Safety
More informationFEMA NDSP Initiatives
BIA Summer Water Resources Training Dam Safety Inspections Part 3 Dam Safety Legislation & Regulation July 28, 2012 Presented by Michael Johnson, Ph.D., P.E. Dam Safety Regulations & National Dam Safety
More informationDams Safety Program. SAME Industry January 28, Douglas Crum, PE BUILDING STRONG
Dams Safety Program SAME Industry Day @UMKC January 28, 2009 Douglas Crum, PE 1993 Flood 1993 1997 & 2001 Floods 1997 & 2001 Floods Katrina Contents 1. Historic Dam Failures 2. Dam Safety Program Essential
More informationGrouting for Freezing
Grouting for Freezing Joseph A. Sopko, Ph.D., P.E. M.ASCE 1, Adam T. Curry, P.E. M.ASCE, 2 and Gregory T. Ziegler, P.E., M.ASCE 3 1 Moretrench American Corporation, 100 Stickle Ave., Rockaway, NJ 07866;
More informationCenter for By-Products Utilization
Center for By-Products Utilization USE OF COAL COMBUSTION PRODUCTS IN PERMEABLE ROADWAY BASE CONSTRUCTION By Tarun R. Naik, Rudolph N. Kraus, Rafat Siddique, and Paul Ziemkiewicz Report No. CBU-2003-02
More informationEVALUATION OF SOIL-BENTONITE BACKFILL CONSOLIDATION PROPERTIES
EVALUATION OF SOIL-BENTONITE BACKFILL CONSOLIDATION PROPERTIES Jeffrey C. Evans, Bucknell University, Lewisburg, PA USA 570-577-1371 evans@bucknell.edu Hejintao Huang, Bucknell University, Lewisburg, PA
More informationEnvironment, Energy, Security & Sustainability (E2S2)
Environment, Energy, Security & Sustainability (E2S2) Modeling Your Way Through EISA Patrick N. Deliman, PhD Environmental Laboratory US Army Engineer Research and Development Center US Army Corps of Engineers
More informationSeismic Impact Zone Demonstration, Ponds M5 and M7, Reid Gardner Station
TECHNICAL MEMORANDUM Seismic Impact Zone Demonstration, Ponds M5 and M7, Reid Gardner Station PREPARED FOR: COPY TO: PREPARED BY: REVIEWED BY: Michael Rojo/NV Energy Tony Garcia, CEM/NV Energy Mathew Johns,
More informationWATER STORAGE, TRANSPORT, AND DISTRIBUTION Selection of Type of Dams and Reservoirs - Osamu Arai, Kyohei Baba,and Tosho Hirose
SELECTION OF TYPE OF DAMS AND RESERVOIRS Osamu Arai Vice President of Konoike Construction Co., Ltd., Japan Kyohei Baba K. Baba Engineering Consultants Co., Japan Tosho Hirose Japan Commission on Large
More informationEFFICACY OF CEMENT ON STABILIZATION OF GRAVEL SOILS AS ROAD CONSTRUCTION MATERIAL
International Research Journal of Engineering and Technology (IRJET) e-issn: 2395-56 EFFICACY OF CEMENT ON STABILIZATION OF GRAVEL SOILS AS ROAD CONSTRUCTION MATERIAL Kommajosyula Sharmila Assistant Professor,
More informationUSE OF TRENCH DRAINS TO IMPROVE CHRONIC EMBANKMENT STABILITY PROBLEMS. and SHANNON & WILSON, INC. ABSTRACT
USE OF TRENCH DRAINS TO IMPROVE CHRONIC EMBANKMENT STABILITY PROBLEMS by Steven R. McMullen, P.E. Principal Engineer and Dexter N. McCulloch, C.E.G. Senior Vice President SHANNON & WILSON, INC. ABSTRACT
More informationCharacteristic study on seepage field of dam under cutoff wall construction defects and freeze in winter
Available online www.jocpr.com Journal of Chemical and Pharmaceutical Research, 2014, 6(6):1094-1098 Research Article ISSN : 0975-7384 CODEN(USA) : JCPRC5 Characteristic study on seepage field of dam under
More informationA COLLABORATIVE SUCCESS CONSTRUCTION OF THE MORMON ISLAND AUXILIARY DAM KEY-BLOCK FOR SEISMIC REHABILITATION. Abstract
A COLLABORATIVE SUCCESS CONSTRUCTION OF THE MORMON ISLAND AUXILIARY DAM KEY-BLOCK FOR SEISMIC REHABILITATION M. Jonathan Harris, P.E. 1 Eric S. Lindquist, P. E. 2 Rob Jameson 3 Trace Porter 4 Abstract
More informationSeepage Estimation through Earth Dams
J. Basic. Appl. Sci. Res., (8)7861-7865, 1 1, TextRoad Publication ISSN 9-434 Journal of Basic and Applied Scientific Research www.textroad.com Seepage Estimation through Earth Dams Abolfazl Nazari Giglou
More informationBackward Erosion Monitored by Spatial Temporal Pore Pressure Changes during Field Experiments
Backward Erosion Monitored by Spatial Temporal Pore Pressure Changes during Field Experiments Minal L. Parekh, P.E., S.M.ASCE 1 ; Willem Kanning, Ph.D. 2 ; Carolyne Bocovich 3 ; Michael A. Mooney, P.E.,
More informationPerformance of Induced Trench Culverts in New Brunswick
Performance of Induced Trench Culverts in New Brunswick P. Hansen, N.B. Dept. of Transportation L. Miller, Hillside Engineering A. J. Valsangkar, University of New Brunswick S. Bourque, Gemtec Ltd. T.
More informationHerbert Hoover Dike (HHD), Florida Major Rehabilitation Project. The Challenges and Opportunities of Managing a Large Program NCER July 22, 2009
Herbert Hoover Dike (HHD), Florida Major Rehabilitation Project The Challenges and Opportunities of Managing a Large Program NCER July 22, 2009 Mike Rogalski, P.E. Chief, HHD Project Branch Presentation
More informationUSACE Levee Screening Tool application guide and user s manual: References Glossary
USACE Levee Screening Tool application guide and user s manual: References Glossary Chapter 13 References Glossary 2 Contents References... 4 Glossary... 9 3 References Ang, Alfredo H.-S., and Wilson H.
More informationMOUNT POLLEY MINING CORPORATION MOUNT POLLEY MINE TAILINGS STORAGE FACILITY
MOUNT POLLEY MINING CORPORATION MOUNT POLLEY MINE TAILINGS STORAGE FACILITY REPORT ON STAGE 3C CONSTRUCTION (REF.NO. VA-101-1/5-1) Rev. No. Revision Date Approved 0 Issued in Final September 23, 2005 AMEC010485_0001
More informationDistribution Restriction Statement
DEPARTMENT OF THE ARMY U.S. Army Corps of Engineers CECW-EG Washington, DC 20314-1000 Technical Letter No. 1110-2-555 30 November 1997 Engineering and Design DESIGN GUIDANCE ON LEVEES Distribution Restriction
More informationLABORATORY HYDRAULIC FRACTURING TESTS FOR CORE MATERIALS USING LARGE SIZE HOLLOW CYLINDRICAL SPECIMENS
LABORATORY HYDRAULIC FRACTURING TESTS FOR CORE MATERIALS USING LARGE SIZE HOLLOW CYLINDRICAL SPECIMENS Hiroyuki SATOH 1, Yoshikazu YAMAGUCHI 2 1,Senior Researche,Dam Structures Research Team (DSRT), Publics
More informationVia October Mr. William Neal, P.E. Technological Specialist DTE Electric Company One Energy Plaza Detroit, MI 48226
17 October 2016 134 N. La Salle Street, Suite 300 Chicago, Illinois 60602 PH 312.658.0500 FAX 312.658.0576 www.geosyntec.com Via Email Mr. William Neal, P.E. Technological Specialist DTE Electric Company
More informationY EA E R A S R O F F EXCE C LL L EN E C N E
Infrastructure Dams & Hydropower WATER Levees Kleinfelder understands the importance of water to our clients, communities, and families. We deliver solutions to sustainably manage this vital resource.
More informationTOSHKA SPILLWAY BARRAGES STABILITY ANALYSIS
Ninth International Water Technology Conference, IWTC9 5, Sharm El-Sheikh, Egypt 57 TOSHKA SPILLWAY BARRAGES STABILITY ANALYSIS Sherine S. Ismail * and Medhat Aziz ** * Researcher, Nile Research Institute,
More informationShelbyville, Kentucky Stormwater Best Management Practices (BMPs) Stormwater Pollution Treatment Practices (Structural) DRAFT
Shelbyville, Kentucky Stormwater Best Management Practices (BMPs) Stormwater Pollution Treatment Practices (Structural) Activity: Infiltration Systems PLANNING CONSIDERATIONS: Design Life: Short IS Acreage
More informationGeotechnical properties of zinc/lead mine tailings from Tara Mines, Ireland
Quille M.E. and O'Kelly B.C., Geotechnical properties of zinc/lead mine tailings from Tara Mines, Ireland, Proceedings ASCE GeoShanghai 21 Geoenvironmental Engineering and Geotechnics: Progress in Modeling
More informationTailings dam raise with reinforced walls
Tailings dam raise with reinforced walls Jorge Alvarez Tiburcio Anddes Asociados S.A.C.,Peru ABSTRACT This paper presents the design of a tailings dam raise with reinforced walls lined with geomembrane,
More informationTransportation Engineers Fifth Edition-1999
Traffic Engineering Handbook- Institute Of Transportation Engineers Fifth Edition-1999 Institute of Traffic Engineers and Association of Casualty and Surety 498 ill INTRODUCTION This second edition of
More informationPonds. Pond A water impoundment made by excavating a pit, or constructing a dam or an embankment.
POND SITE SELECTION AND CONSTRUCTION Uses, Planning, & Design David Krietemeyer Area Engineer USDA-NRCS June 20, 2008 Uses Considerations for Location of Commonly Used Terms Pond A water impoundment made
More information