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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 -
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. -
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. -
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. -
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. -
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. -
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). -
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. -
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 -
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 -
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. -
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