List of Received Abstracts & Presented Full Papers Liste

Total Page:16

File Type:pdf, Size:1020Kb

List of Received Abstracts & Presented Full Papers Liste INTERNATIONAL SYMPOSIUM COLLOQUE INTERNATIONAL “DAMS & SUSTAINABLE WATER RESOURCES DEVELOPMENT “ “BARRAGES & DEVELOPPEMENT DURABLE DES RESSOURCES EN EAU” LIST OF RECEIVED ABSTRACTS & PRESENTED FULL PAPERS LISTE DE RÉSUMÉS REÇUS & DE RAPPORTS COMPLETS PRÉSENTÉS Plenary Session Parallel Sessions Session plénaire Sessions parallèles 1 Hydrology, Sustainable Water Resources Planning, River Basin Management Hydrologie, Planification des ressources durables en eau , Gestion des bassins fluviaux Waltina Scheumann/ Agnes da Costa/ Do international standards for sustainable dam development reach domestic Nirmalya Choudhury/ Oliver Hensengerth decision-makers (Germany) NAEEME ABOLVASET/ NAEEME APPLICATION OF ADAPTIVE NEURO-FUZZY INFERENCE ABOLVASET (Iran) SYSTEMS FOR RAINFALL-RUNOFF MODELING Jose Luis Utrillas Serrano/ Onofre Gabaldó Sancho/ Armando Molina Pérez/ 20 YEARS OF THE SAIH FLOOD WARNING SYSTEM IN THE Antonio Gómez-Perretta de Mateo/ JUCAR BASIN (1989-2009). A BRIEF REVIEW. Eduardo Echeverría García (Spain) DAMS AND SUSTAINABLE INTEGRATED RIVER BASIN M.S. SADEGHIAN (Iran) PLANNING AND MANAGEMENT FOR LARGE SCALE RIVER BASIN IN IRAN DEEP OLD BURIED RIVER CHANNELS AND THEIR IMPACT ON N. Kazilis/J. Carcelen/M. Calahorrano/J. THE DEVELOPMENT OF THE MASTER PLAN OF PART OF THE Sevilla (Ecuador) GUAYLLABAMBA RIVER COURSE, IN ECUADOR NGO Le An/ VU Minh Cat/ HOANG Thanh Tung/ DO Le Thuy (Vietnam)/ BUZZI A HYDROMETEOROLOGICAL FLOOD FORECASTING SYSTEM Andrea/ DROFA Oxana/ BARONTINI FOR THE RESERVOIR CONTROL IN THE RED RIVER Stefano/ RANZI Roberto (Italy) MULTI OBJECTIVE MANAGEMENT OF RIVER BASINS WITH APPLICATION OF FUZZY COMPROMISE PROGRAMMING $ ! "# METHOD CRITERIA FOR SUSTAINABILITY OF INTER BASIN WATER 6HGLJKHK725$%,3$/$7.$/(+5H]D TRANSFER % 522=%$+$1, ,UDQ WATER RESOURCES DEVELOPMENT – KEY TO HUMAN & !"' # ( WELFARE FLOW VARIATION AND MINIMUM FLOWS DOWNSTREAM DAMS: Daniele Bocchiola (Italy) A CASE STUDY IN ITALY The Mekong River Commission - Hydropower development Strategy and Dao Trong Tu (Vietnam) the Sustainable Development of the Water Resources of Mekong River Basin Mike Hightower (USA) Water and Energy Challenges – Emerging Hydropower Opportunities VIETNAM ON THE WAY TOWARDS INTEGRATED WATER Do Hong Phan (Vietnam) RESOURCES MANAGEMENT 7KHDQDO\VLVRIWKHSUHFLSLWDWLRQTXDQWLOHFKDQJHDQGGLVDVWHUVFDOH :RQFKHRO&KR .RUHD ZLWKWKHUHDOGXUDWLRQRIUDLQIDOOLQ6HRXO.RUHD Hydropower Development’s Role in the Integrated Water Resources Nguyen Hong Toan (Vietnam) Management Based Basin Development Strategy of the Mekong River Basin WATER RESOUCES MANAGEMENT POLICY AND STRATEGY IN NGUYEN THAI LAI (Vietnam) VIET NAM Development of Runoff Regression Equations for Arkansas using L- Findlay G. Edwards (USA) $ Moments WATER RESOURCES IN VIETNAM, ACHIEVEMENTS AND Dao Xuan Hoc (Vietnam) % CHALLENGES OF DEVELOPMENT Experimental Study on Flow Properties of the Confluence Reach of the (China) ( 7DQJ)HQJ Yangtze River Wang Yanhong/ Zhao Dazhou/ Hou Hongyu Runoff Characteristics Analysis of Tuwei River Basin (China) & ) ' "*'"+ !&'" # , -" * "'"+ ). - * '" / 0 * )-1 2/ " 2 Coastal Areas & Climate Change Impacts Régions côtières et Impacts du changement climatique IMPACT OF CLIMATE CHANGE ON ENERGY DEVELOPMENT IN IMO E. EKPO (Nigeria) NIGERIA GLOBAL CLIMATE CHANGE AND DAMS, RESERVOIRS AND Ron Lemons (USA) THE ASSOCIATED WATER RESOURCES 5DVRXO+26(,1,/$50RKDPDG$OL AND IT EFFECTS ON PLANTS WATER CLIMATE CHANGE *+25%$1,$]DP*+$=1$9, ,UDQ DEMAND RURAL WATER SUPPLY AND SANITATION IN THE CONTEXT OF Pham Quoc Hung (Vietnam) CLIMATE CHANGE EMBEDDING ADAPTATIONS TO SEA LEVEL RISE CAUSED BY Tran Van Dat/ Pham Quoc Hung ! '*" 3# CLIMATE CHANGES IN IMPROVEMENT OF IRRIGATION and water supply SYSTEM’s PERFORMANCE PROJECTS IN COASTAL ZONE LE DELTA DU MÉKONG VIETNAMIEN FACE AU DOUBLE DÉFI DU NGUYEN NGOC TRAN (Vietnam) CHANGEMENT CLIMATIQUE Identification of Sea Level Rise impacts on the Mekong Delta and Trinh Cong Van (Vietnam) $ Orientation of Adaptation Activities THE IMPACT OF UPSTREAM DEVELOPMENT SCENARIOS ON To Quang Toan/ Nguyen Quang Kim/ Tang DOWNSTREAM SALINE WATER INTRUSION IN THE MEKONG % Duc Thang (Vietnam) DELTA 45 ' " 6 4'- 75 8)"+."+ 8 9 , 32 1* ). &/'3 * & "+ )" 4 * -22/; " 3 " '*- *')" ). * ( :' '" !&'" # 8//)0 '< '" Jinsheng JIA/ Jing MA (China) Ensuring Adequate Water Storage Infrastructure in Adapting Climate Change 3 Environmental & Social Aspects Les aspects environnementaux et sociaux ENVIRONMENTAL IMPACT OF THE UPCOMING LARGE TEHRI DAM S. K. Sharma (India) IN NORTH INDIA $NLR6KLUDL6KRML)XQDEDVKL.L\RVKL $021,725,1* 0(7+2'2)02817$,1+$:.($*/(,1'$0 .XPDJDL -DSDQ &216758&7,213(5,2' DEVELOPMENT OF THE DAM AIR-ENERGY SYSTEM FOR THE Hideaki Kawasaki/ Yoshinori Sakuma (Japan) ECONOMICAL AND CLEAN-ENERGY MANAGEMENT $%2877+( (19,5210(17,03529(0(17())(&72) 1REX\XNL,FKLKDUD.D]XPL6DVDNL -DSDQ '2:1675($0&+$11(/'8(727+(%('/2$'7(67 A. Tremblay/ Caroline L'Heureux (Canada) CH4 FLUXES AT EASTMAIN 1 RESERVOIR (QUEBEC, CANADA) Supradisciplinary Conversations on Security, Risk and Resilience around ;='** >3 " !0"# Dams in Sub Arctica INFLUENCE OF GACHSARAN FORMATION SALT LAYERS ON 1RRU$OL'$028*++HLGDU=$5(, ,UDQ RESERVOIR QUALITY OF UPPER GOTVAND DAM $ DAMS AND RESERVOIRS FOR SUSTAINABLE DEVELOPMENT OF WATER L.Berga (Spain) RESOURCES % Do Nam Thang (Vietnam) Would lowering dykes improve social welfare in the Mekong Delta? ( T.Baker/ K.R.Legge/ H.J.Wright (South SOCIAL AND ECOLOGICAL IMPACTS OF MULTI-CRITERIA DECISION Africa) MAKING IN DAM DEVELOPMENTS ? 131?/ "* , <' : - /< @ " '" * &)/) ) '< '" 9 " & ";)"A 5 )0" * 3 ). 9/" & ";)" !5 # <) -? ? )' ! 2 "# 3 SILTATION STUDIES FOR SARDAR SAROVAR PROJECT WITH PRESENT B. J. Parmar/ K. G. Rathod (India) STATUS The Role of Daliushu Hydro Project in Maintaining the Health and Life of Yellow Duan Gaoyun/ Gou Bintuo (China) River YANG Wei/ LIUShanyan/ TANG Xiangfu Study on the Flow Structure of the Spawning Groud of Chinese Sturgeon Down the (China) T.G.P Dam 6' ' !&'" # 4 * -22/; B)1* "<')"3"* / B)*1*')" -2<' ')" 4' 8- "C'" "+ 6' "2'"+'"+ 8' !&'" # 1)="<')"3"* / ..1* " 1)-"*3 - 1 .) 3 '< , 1 )" - * '" '/'*; < /- *')" ). 0 * 1)" < "1; 2)1* '" 8//)0 - 6-2'"+ :' 8-3'"+ :' ) 6'";- !&'" # '< $ 6'-' "+ ) ';- -" 8)"+ ) &" , 32 1* ). * , 9)+ 3 )" 8 "+*@ 7'"/ B)2)' " DE')"+ 4 "+ '"+ 4 "+ !&'" # &) 2)"'"+ &)-"*3 - % :' &" !&'" # Characteristics of Water Blooms in Three Gorges Reservoir and its Control Measures ( Dams and socio-economic development:Progress and challenges for the Alison Bartle (UK) developing countries of Asia and Africa 4 Flood & Drought Mitigation / Atténuation des crues et des sécheresses REGIONAL MODELS TO BUILD FLOOD CONTROL Maryam A.BORUJERDI/ Mahmood BINA/ CONSTRUCTIONS (CASE STUDY: UPSTREAM OF KARKHEH AliMohammad KHONDALI (Iran) WATERSHED, IRAN) Shigeki KANOU/ Hiroshi NOGUCHI/ Joji REDEVELOPMENT OF THE HONGOUCHI-TEIBU DAM AS PART OF YANAGAWA/ Shuji TAKASU(Japan) THE NAGASAKI EMERGENCY FLOOD DAM PROJECT UNSTEADY FLOW MODEL INCLUDING A DAM OPERATION RULE Kyung Soo JUN (Korea) AS AN INTERNAL BOUNDARY CONDITION Lakshamane Wickreme Seneviratne (Sri ASTRONOMICAL FEATURES NOW LEADING TO A GLOBAL Lanka) DROUGHT 2009/10 Alex Hooijer (Netherland)/ Stig Arne THE AKOSOMBO AND KPONG DAMS – ARRIVING AT A ROBUST Strokkenes (Norway) EMERGENCY PREPAREDNESS PLAN Pham Hong Nga (Vietnam)/ Mark Stirling/ NATURAL HAZARDS, AND THE DOWNSTREAM Noel Trustrum/ Peter Amos/ Stuart Read/ CONSEQUENCES OF LARGE DAM RESERVOIR DISCHARGES IN Michele Daly (New Zealand) VIETNAM FLOOD HAZARD ASSESSMENT THE CONTEXT OF INCREASING "+ ! '*" 3# / !"' # FLOODS AND SEA LEVEL RISE IN THE RED RIVER DELTA, VIETNAM $ Ki Chung Bae/ Un Il Baekr/ Tae Myoung Jeon The Construction of Flood Control Dam in Korea (Hantangang Dam) (Korea) % Structural measures for tidal flood protection in hochiminh city area, Trinh Cong Van (Vietnam) Vietnam ( '1 / '/ " )/+ 1F**-32. Analysis of dike failures and consequences for design in Vietnam and !9ermany) '" &)"+ " ! '*" 3# Germany , *1"'1 / 1?+)-" -33 '@'"+ ). ./)) ' ? 3 22'"+)" 4" "0 :' 8)"+?-" )"+ &- ")"+ !&'" # ./)) * '"+ '" 9 7/)) &)"*)/ "+'"'"+ ".)3 *')" " 7/))=1 - '"+ '" 4- - 8 ) ) -" !&'" # "+'"'"+ ".)3 *')" <' '"+ ; *3 '" * :)0 8//)0 '< USACE Fort Worth District Dams and Lakes: Lessons Learned from the José Hernández/ Fred Jensen (USA) 2007 Flood Events 5 Innovation in Dam Construction Innovation en construction de barrages B* "" !0'*@/ "# Criteria for the Selection of Cutoff Walls for Hydroprojects FranGois LAMPÉRIÈRE(France) New needs, new dams, new solutions ,QQRYDWLRQLQFRQVWUXFWLRQRI6$5&+(6+0(+WDLOLQJGDPIRULQFUHDVLQJ 0RKVHQ0RRVDYL.KRQVDUL ,UDQ LWVFDSDFLW\ $VSKDOWLFFRQFUHWHFRUHIRUUDSLGFRQVWUXFWLRQRI6+855LYHU 0RKVHQ0RRVDYL.KRQVDUL ,UDQ FRQVWUXFWLRQ SODQQLQJ 'DP M.LINO (France)/ M. HO TA KHANH/ THE FSHD AND ITS USE IN DIVERSION WORKS DINH SY QUAT (Vietnam) 3DQDUDW.+$0:21*.+21* 021,725,1*2)1$01*80&21&5(7()$&(52&.),//'$0 :DUDNRUQ0$,5$,1* 7KDLODQG , D ,59 & COMBINING P.K WEIR AND STEPPED SPILLWAY ! '*" 3# $ 9 INVESTIGATION OF CAVITATION OCCURRENCE IN SABALAN : , 7 ! "# DAM SPILLWAY % $NEDU.$=(0,1$-$)$%$', 67$%,/,7<$1$/<6,6$1''(6,*135,0$5<68332576<67(0,1 0RKDPPDG5H]D6$)$5, ,UDQ /2:(535(6685(7811(/62)*279$1''$0 ( DYNAMIC SIMULATION BASED TEMPERATURE CONTROLLING Chunju Zhao/ Yihong Zhou/Jianbin METHOD FOR CONCRETE CONSTRUCTION OF XILUODU HIGH Zhou/ Yaoying Huang(China) ARCH DAM Tobias GEBLER/Silke WIEPRECHT/Walter MARX(Germany) ARCH EFFECT OF CURVED GRAVITY DAMS 2'1 * 3))" )22 )/ B'"=0 DESIGN, CONSTRUCTION AND PERFORMANCE
Recommended publications
  • Program Venue: ICC Kyoto, Date: June 5, 2012
    Program Venue: ICC Kyoto, Date: June 5, 2012 Comprehensive program Subjects Time Floor - Room 1. Opening & Keynote presentation 8:30-9:30 1F-Main Hall Keynote: E. Nakakita, State of the Arts of Real-time Precipitation Forecast and Climate Change Impact Assessment on River Regime 2. Oral presentation (1) Impacts of Climate Change on Dams and the Benefits from Dams 10:00-17:50 2F-A (2) Dams for Meeting Increasing Demand of Growing World Population 10:00-17:50 2F-B-1 (3) Knowledge & Technology Transfer in Dam Engineering 10:00-14:20 1F-C-1 (4) Advanced Technologies for Construction of Dams 14:20-15:10 1F-C-1 (5) New Techniques to Prevent and Manage Incidents & Accidents 10:00-17:50 1F-C2 (6) Earthquakes 10:00-15:10 1F-D (7) Geotechnical Aspects of Dam Foundations 16:10-17:50 1F-D 3. Poster presentation 15:10-16:10 1F&2F Detailed program (1) Impacts of Climate Change on Dams and the Benefits from Dams Oral sessions Title of paper Authors Country Paper No. Session (1) 10:00-11:40, 2F Room A Chairmen: Dr. Takahiro Sayama, Dr. Sunmin Kim Bartsch Maria, Climate Change and Dam Safety in Sweden Sweden 101 Engstrom Meyer Anna Chernet Haregewoin, Assessment of Changes in Design Flood Due to Climate Change Alfredsen Knut , Norway 92 for Sysen Dam in Norway Midttomme Grethe Holm Jong Mun Lee, Construction of the Integrated Management System in Dam and Young Do Kim, Boo Sik Korea 126 Reservoir for Climate Change Kang, Deuk Koo Koh ROLE OF DAMS IN THE ADAPTATION AND MITIGATION Sanchez Francisco,Perez Spain 127 OF CLIMATE CHANGE IN DEVELOPING COUNTRIES
    [Show full text]
  • Technical Note Gypsum Dissolution Effects on The
    TECHNICAL NOTE GYPSUM DISSOLUTION EFFECTS ON THE PERFORMANCE OF A LARGE DAM M. Kiyani*, J. Sadrekarimi and B. Fakhri Department of Civil Engineering, University of Tabriz Postal Code 5166616471, Tabriz, Iran [email protected][email protected][email protected] *Corresponding Author (Received: March 2, 2007 – Accepted in Revised Form: January 30, 2008) Abstract Upper Gotvand dam is constructed on the Karun River located in the south west of Iran. In this paper, 2D and 3D models of the dam together with the foundation and abutments were constructed and several seepage analyses were carried out. Then the gypsum veins scattered throughout the foundation ground and also the seepage pattern were included in the models, hence the dissolution law of gypsum, was analyzed. It was disclosed that, the discharge fluxes obtained from 2D and 3D analyses are not similar and the discharge flux in 3D model is about 4 times the size of 2D model. Also, the 3D model localizes the phreatic surface some what higher than the 2D model does. This means that the 2D model estimates lower pore water pressure pattern in comparison with the 3D model. These may be attributed to the fact that with 2D model the lateral components of vectors of seepage velocity are ignored. In spite of the fact that the grout curtain is designed to be some 170 meters deep, however, complete dissolving of gypsum will severely increase the discharge flux through the foundation ground. Keywords Gypsum, Earth Fill Dam, 3D Seepage Analysis, Permeability ﭼﮑﻴﺪﻩ ﺳﺪ ﮔﺘﻮﻧﺪ ﻋﻠﻴﺎ ﺑﺮ ﺭﻭﻱ ﺭﻭﺩﺧﺎﻧﻪ ﮐﺎﺭﻭﻥ ﺩﺭ ﺟﻨﻮﺏ ﻏﺮﺑﻲ ﺍﻳﺮﺍﻥ ﻭﺍﻗﻊ ﺷﺪﻩ ﺍﺳﺖ.
    [Show full text]
  • Abstract Volume
    FIFTH CASE HISTORIES IN GEOTECHNICAL ENGINEERING NEW YORK, NY APRIL 13-17, 2004 Table of Contents/Papers CD-I STATE OF THE ART AND PRACTICE (SOAP) LECTURES Ralph B. Peck Keynote - (USA) W. D. Liam Finn Behavior of Piles in Liquefiable Soils during Earthquakes: Analysis and Design (Japan/Canada) Issues SOAP 1 N. Fujita (Japan) J. B. Burland The Leaning Tower of Pisa-Revisited SOAP 2 (UK) William Van Impe Land Reclamation in the Singapore Area SOAP 3 Withdrawn (Belgium) Harry G. Poulos Success and Failure in Predicting Pile Performance SOAP 4 (Australia) Kenji Ishihara Case Studies of Pile Foundations Undergoing Lateral Spreading in M. Cubrinovski Liquefied Deposits Soils SOAP 5 (Japan) Ilan Juran Soil Improvement Case Studies SOAP 6 Withdrawn (USA) George J. Tamaro The World Trade Center “Bathtub,” a Case History SOAP 7 (USA) John Lowe, III Tarbela Dam, Geotechnical and Hydraulics Issues SOAP 8 (USA) Withdrawn James K. Mitchell Environmental Geotechnics: Two Case Histories SOAP 9 Richard A. Mitchell (USA) G. A. Munfakh Ground Improvement in Tunneling and Underground Construction (USA) Projects SOAP 10 Withdrawn due to sickness i George Gazetas Seismic Bearing Capacity, Failure and Overturning of ‘Terveler’ Marios Apostolou Building in Adapazari, 1999 SOAP 11 John Anastasopoulos (Greece) SPECIAL LECTURES M. R. Madhav Reclamations - Case Studies OSP 1 (India) Norihiko Miura (Japan) In Gul Choi (Korea) Sissy Nikolaou Local Geology of New York City and its Effect on Seismic Ground (USA) Motions OSP 2 J. David Rogers Impact of Geographical Information Systems on Geotechnical Ronaldo Luna Engineering OSP 3 (USA) M. K. Yegian Seismic Geotechnical Investigations of Bridges in New York City (USA) OSP 4 Frank Rausche Non-Destructive Evaluation of Deep Foundations OSP 5 (USA) Raymond E.
    [Show full text]
  • Curriculum Vitae
    Curriculum Vitae Personal Data Surname: Kimiaie Name: Keyvan Date and Place of Birth: 10.July.1978 , Iran (Neyshabor) Address : Iran, Tehran Unit 26, No 12, Zeyton Alley, Toor-e-Jonobi St., Zeyton Ave., Sattary Highway., Post Code : 1475913199 Office Phone Number : +98 21 23963333 (Unit 1146) Cell Phone Number : +98 912 4255613 E-mail : [email protected],, [email protected] Nationality : Iranian (Persian) Educations 1984-1989 Primary School, Neyshabor, Iran 1989-1992 Guidance School, Neyshabor, Iran 1992-1995 High School (Mathematics and Physics), Neyshabor, Iran University Degrees 09/1997-07/2001 Ferdowsi University of Mashhad (www.um.ac.ir) Bachelor of Science in Irrigation & Drainage Engineering GPA: 12.64 / 20.00 (Equivalent to 2.52 / 4.00) 01/2004-01/2007 Amir Kabir University of Technology, Tehran Polytechnic (www.aut.ac.ir) Master's degree in Civil Engineering-Water Resource Management GPA: 15.09 / 20.00 (Equivalent to 3.01 / 4.00) Accomplishments Bachelor's program entrance competitions: Ranked about 3300 in Iranian National Entrance Exam of B.Sc. program among 350'000 participants. Master's program entrance competitions: Ranked well around 1600 in Iranian National Entrance Exam (Iran Universities, for Master's program of Civil Engineering) among 40'000 candidates. Research Interests Water Resource Planning Water Quality Modeling Project Manager Selected Publication 1. Jahangirzadeh, A., Akib, S., Kimiaie, K., Basser, H. 2014. Effects of Coastal Structure Construction on Ecosystem, World Academy of Science, Engineering and Technology, Copenhagen, Denmark, 2014 2. Kimiaie, K., Jahangirzadeh, A. 2010. To anticipate flood in basins that is lacked of statistics with use of regression table and artificial-nervous networks, India 2010 Conference at a Glance, India, 2010.
    [Show full text]
  • Invitation from Chairman of O President of INACOLD Tion From
    Invitation from Chairman of Organizing Committee and President of INACOLD Dear ICOLD Members, On behalf of The Indonesian National Committee on Large Dams (INACOLD). I would like to extend our invitation to participate in the 82nd Annual Meeting of ICOLD. The event will take place in Bali on 2-6 June 2014 at Bali Nusa Dua Convention Center (BNDCC). Along with the history of ICOLD, Indonesia has been recorded as member country of this world prestigious organization. For Indonesia, this is the second time we have been entrusted to host such an important event of ICOLD. The first one was in Jakarta in 1986. I believe that through this important event, we will be able to show you the whole set of our experience in implementing the country's development and management in large dams in particular and in the water resources development in general. The selection of Bali as the venue of the meeting is not just because of its reputation as a tourist destination, but more than that, it has proven record of hosting various kinds of international events. It is also an opportunity to see boundless variety of unique sceneries as well as countless traditional and cultural heritages. Our Social programs are designed to provide you with unique opportunities to taste and feel the best of Bali's hospitality and its unique culture, through various exciting and full-filled activities held before, during and after the event. To complement these, the distinct culturally rich province offers an extensive range of hotels, exquisite cuisines, fascinating sceneries, a genuinely friendly and charming people practicing an authentic ancient heritage culture and almost unlimited recreational and cultural options.
    [Show full text]
  • Redalyc.Study of Water Salinity Effect on Geotechnical Behavior of Soil
    Ciência e Natura ISSN: 0100-8307 [email protected] Universidade Federal de Santa Maria Brasil Ajam, Mohammad; Reza Sabour, Mohammad; Ali Dezvareh, Gorban Study of water salinity effect on geotechnical behavior of soil structure using response surface method (RSM), (Case study: Gotvand Dam) Ciência e Natura, vol. 37, núm. 6-1, 2015, pp. 350-359 Universidade Federal de Santa Maria Santa Maria, Brasil Available in: http://www.redalyc.org/articulo.oa?id=467547682041 How to cite Complete issue Scientific Information System More information about this article Network of Scientific Journals from Latin America, the Caribbean, Spain and Portugal Journal's homepage in redalyc.org Non-profit academic project, developed under the open access initiative 350 Ciência eNatura, Santa Maria, v. 37 Part 1 2014, p. 350−359 ISSN impressa: 0100-8307 ISSN on-line: 2179-460X Study of water salinity effect on geotechnical behavior of soil structure using response surface method (RSM), (Case study: Gotvand Dam) Mohammad Ajam1, Mohammad Reza Sabour2, Gorban Ali Dezvareh3 1M.Sc. of Civil & Environmental Engineering, K.N.Toosi University of Technology, Tehran, Iran 2Associate Professor of Civil & Environmental Engineering Faculty, K.N.Toosi University of Technology, Tehran, Iran 3 Ph. D. Candidate of Civil & Environmental Engineering, K.N.Toosi University of Technology, Tehran, Iran Abstract Specifying the mechanical characteristics of soil is as one of the major steps in designing the foundation for civil projects, particularly hydraulic structures. This study examines the water salinity effect on engineering characteristics of fine-grained soil in clayey core of Gotvand dam which it is located on the Karun River in Khuzestan province, Iran.
    [Show full text]
  • Redalyc.Study of Water Salinity Effect on Geotechnical Behavior of Soil
    Ciência e Natura ISSN: 0100-8307 [email protected] Universidade Federal de Santa Maria Brasil Ajam, Mohammad; Reza Sabour, Mohammad; Ali Dezvareh, Gorban Study of water salinity effect on geotechnical behavior of soil structure using response surface method (RSM), (Case study: Gotvand Dam) Ciência e Natura, vol. 37, núm. 6-1, 2015, pp. 360-369 Universidade Federal de Santa Maria Santa Maria, Brasil Available in: http://www.redalyc.org/articulo.oa?id=467547682042 How to cite Complete issue Scientific Information System More information about this article Network of Scientific Journals from Latin America, the Caribbean, Spain and Portugal Journal's homepage in redalyc.org Non-profit academic project, developed under the open access initiative 360 Ciência eNatura, Santa Maria, v. 36 n. 2 jun. 2014, p. 360−369 ISSN impressa: 0100-8307 ISSN on-line: 2179-460X Study of water salinity effect on geotechnical behavior of soil structure using response surface method (RSM), (Case study: Gotvand Dam) Mohammad Ajam1, Mohammad Reza Sabour2, Gorban Ali Dezvareh3 1M.Sc. of Civil & Environmental Engineering, K.N.Toosi University of Technology, Tehran, Iran 2Associate Professor of Civil & Environmental Engineering Faculty, K.N.Toosi University of Technology, Tehran, Iran 3 Ph. D. Candidate of Civil & Environmental Engineering, K.N.Toosi University of Technology, Tehran, Iran Abstract Specifying the mechanical characteristics of soil is as one of the major steps in designing the foundation for civil projects, particularly hydraulic structures. This study examines the water salinity effect on engineering characteristics of fine-grained soil in clayey core of Gotvand dam which it is located on the Karun River in Khuzestan province, Iran.
    [Show full text]
  • Active Faulting at the Gotvand Dam Site Based on Seismic and Geotechnical Data
    00548-GH 7th International Conference on Seismology & Earthquake Engineering 18-21- May 2015 ACTIVE FAULTING AT THE GOTVAND DAM SITE BASED ON SEISMIC AND GEOTECHNICAL DATA Arash BARJASTEH Dr., Khuzestan Water & Power Authority (KWPA), Ahvaz, Iran [email protected] Keywords: Active Faulting, Geotechnical Properties, Seismic Data, Pir-Ahmad Fault, Gotvand Dam Active faulting and subsequent movements in dam foundations can cause structural distortions. Such movements may manifest as rock failures, crushing and dislocations that affect geotechnical properties of dam sites. Regarding to dam safety issues, faults with surface breaking and potential block movements are the main point of interest (Wieland, 2009) and accordingly should carefully be studied, especially on the eld. The Upper Gotvand dam is the highest rock ll dam with clay core in Iran. This dam is the last one of cascading dams which has been constructed over Karun River in the southwest of Khuzestan Province as the largest river of the country. The dam is 182 m high with a crest length of 750 m and has a reservoir volume of 4.5 billion m³. It was planned to produce 4250 million KWH electrical energy per year. Flood control, water regulation and tourist attraction are some of its supposed targets. Its location in the Zagros active belt as the most active seismotectonic zone of the country had some problematic effects on it including stability of the abutments and seepage potential through the foundation and abutments. The dam is underlain by the conglomeratic Bakhtiari Formation overlying the sandstones of Agha Jari Formation. Besides, due to exposure of a unique salt piercement of evaporitic Gachsaran Formation about three km upstream the dam body, seepage through the left bank of the reservoir can be crucial (Barjasteh, 2012).
    [Show full text]
  • April 30Th, 2014 Dear A. Akhtarpour , M. Damghani We Are Pleased To
    INTERNATIONAL SYMPOSIUM ON Bali, Indonesia, June 1ST – 6TH , 2014 April 30th, 2014 Dear A. Akhtarpour , M. Damghani We are pleased to inform you that your paper titled 3D Numerical Study of the Efficiency of the Grouting Curtain in an Embankment Dam has been accepted as Paper Poster. Please register through the website of the http://www.icold2014bali.org not later than 10 May 2014 and prepare your Poster Paper to be displayed at the exhibition (Design template attached) also send your poster design to [email protected] not later than 20 May 2014. Spelling and grammatical errors, as well as language usage problems, are not acceptable. We would also like to get your information that you will attend the symposium and present your paper poster. Should there is any chance for your paper to be presented as oral presentation, we would inform you in due chance after having information from oral presenter. Thank you for your kind cooperation. Sincerely, Bambang Hargono Chair – ICOLD 2014 Symposium and Workshop Committee Invitation from Chairman of Organizing Committee and President of INACOLD Dear ICOLD Members, On behalf of The Indonesian National Committee on Large Dams (INACOLD). I would like to extend our invitation to participate in the 82nd Annual Meeting of ICOLD. The event will take place in Bali on 2-6 June 2014 at Bali Nusa Dua Convention Center (BNDCC). Along with the history of ICOLD, Indonesia has been recorded as member country of this world prestigious organization. For Indonesia, this is the second time we have been entrusted to host such an important event of ICOLD.
    [Show full text]
  • List of Accepted Abstracts As of Nov. 24, 2011
    List of accepted abstracts as of Nov. 24, 2011 Total number of papers : 352 Countries : 43 1 Sessions Session Number of papers (1) Impacts of Climate Change on Dams and the Benefits from Dams 36 (2) Dams for Meeting Increasing Demand of Growing World Population 87 (3) Knowledge & Technology Transfer in Dam Engineering 17 (4) Advanced Technologies for Construction of Dams 58 (5) New Techniques to Prevent and Manage Incidents & Accidents 66 (6) Earthquakes 49 (7) Geotechnical Aspects of Dam Foundations 39 Total 352 2 Countries Country Number of papers Angola 2 Argentina 1 Australia 6 Austria 1 Belgium 2 Brazil 4 Burkina Faso 3 Canada 2 China 15 Czech Republic 1 Dominican Republic 1 France 8 Germany 2 Indonesia 16 Iran 146 Italy 1 Japan 68 1 Korea 11 Lesotho 1 Mexico 3 Mozambique 1 Netherlands 2 New Zealand 1 Norway 1 Pakistan 7 Poland 2 Portugal 1 Romania 2 Russian Federation 10 Serbia 1 Slovakia 1 Slovenia 1 Spain 2 Sri Lanka 2 Sweden 2 Switzerland 7 Thailand 2 The former Yugoslav Republic of Macedonia 2 Turkey 1 UK 5 USA 3 Venezuela 1 Viet Nam 1 43 countries 352 papers 2 Session (1) Impacts of Climate Change on Dams and the Benefits from Dams Number of papers: 36 Paper Representative Country Title of paper No. author 16 Andy Hughes UK Planning for Dams - Change or Fail 33 Cees-Jan Van Netherlands A new dutch delta programme Westen 45 Adama NOMBRE Burkina Hydrologic safety of small dams under climate change Faso 58 Hossein Jalaly Iran Instruction of Operation Planning for Glevard Dam Based on variable Demand 70 Kaoru HAGA Japan PARAMETER
    [Show full text]
  • SCHLEISS Anton J
    Annex 4A Anton J. SCHLEISS Name: SCHLEISS Anton J. Year of birth: 1953 Nationality: Swiss Higher education: Swiss Federal Institute of Technology (ETH), Zurich Dipl. Ing. ETH, 1978 (equivalent to M.Sc. in Civil Engineering) Laboratory of Hydraulics, Hydrology and Glaciology, Swiss Federal Institute of Technology (ETH), Zurich Ph.D. Thesis in Technical Sciences, 1986 Swiss courses for management of enterprises (SKU, 1996 Languages: German (mother tongue), English, French Foreign experience Austria, Georgia, India, Island, Islamic Republic of Iran, Korea, (local missions): Malaysia, Sri Lanka, USA, Tanzania Affiliations: Since 1.1.1997: Full Professor at the Swiss Federal Institute of Technology Lausanne (EPFL), Director of Laboratory of Hydraulic Constructions (LCH) since 1.10.1997. Responsible for teaching, research and consulting (services as expert) in the field of hydraulic structures, dams and flood protection. See http://lch.epfl.ch/ 2006 - 2012 Head of the Civil Engineering Department (see http://enac.epfl.ch/cms/lang/en/pid/2904) 1986 - 1996: Electrowatt Engineering Ltd. Zurich Head of the Hydraulic Structures Section, Hydropower Plants and Water Management Department, Business Unit Energy 1979 - 1985: Swiss Federal Institute of Technology Zurich; Laboratory of Hydraulics, Hydrology and Glaciology (VAW) Research Associate and Senior Assistant. Awards: ASCE Karl Emil Hilgard Hydraulic Price 2006 ASCE J. C. Stevens Award 2006 Listed by WP&DC among the 20 international personalities that “have made the biggest difference to the sector
    [Show full text]
  • International Society for Soil Mechanics and Geotechnical Engineering
    INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. Neotectonics related landslide of Ambal salt piercement within the Upper Gotvand dam reservoir, Iran Arash Barjasteh, Ph.D, Noorali Damough, Mohammad Reza Hataf, Mehdi Badiefar Dam and Power Plant Development, Khuzestan Water and Power Authority (KWPA),Iran, [email protected] ABSTRACT: The Upper Gotvand dam is the highest rock-fill dam of Iran with a clay core and was constructed over the longest and biggest river of the country, Karun river, in Khuzestan Province. It is located in the Zagros Active Fold Belt with the unique exposure of salt piercement in its reservoir known as Ambal salt pillow or ridge. The occurrence of this salt piercement imposed some problems to the project including subsidence and land sliding of highly soluble layers within the dam reservoir. The piercement is composed of Gachsaran Formation of Oilgo-Miocene Age with dominant salt, gypsum and marly layers. Most of the formation exposures in the study area are fault related. The region is affected by neotectonic faulting in such a way that Ambal piercement is aligned with an N-S basement lineament. Based on a two year field observation and monitoring, a gradual and continuous sliding is occurring that is intensified by ground water circulation through evaporite karstic sinkholes and fracture systems.
    [Show full text]