No. 17 of 19 Geosynthetics in Dams by Daniele Cazzuffi ENEL Hydro, Milan, Italy. The information presented in this document has been reviewed by the Education.

Slides:



Advertisements
Similar presentations
Sources of water (RAIN)
Advertisements

Geosynthetics in Separation University of Strathclyde
No. 7 of 19 Soil Stabilization and Base Reinforcement by Ryan R. Berg, P.E. The information presented in this document has been reviewed by the Education.
TVI Resource Development (Phils), Inc. September Canatuan Tailings Management Completion of Stage 1 Tailings Management Facilties Gossan Dam and.
Measurement for Civil Engineering works
 Geosynthetics include a variety of synthetic polymer materials that are specially fabricated to be used in geotechnical, geoenvironmental, hydraulic.
The line sketch with modified height for the plinth floor is displayed.
No. 19 of 19 GeoFoam by John S. Horvath, Ph.D., P.E. The information presented in this document has been reviewed by the Education Committee of the International.
No. 18 of 19 Geosynthetics in Asphalt Pavements by Prof. S.F. Brown FEng University of Nottingham The information presented in this document has been reviewed.
Finishes and Features.  Shingles are small units of roofing that are laid on a roof  There are many types of shingles: 1.Wood shingles  They last between.
No. 4 of 19 Geosynthetics for Filtration by Jean Lafleur Dept. of Civil, Geological and Mining Engineering Ecole Polytechnique de Montréal The information.
Earth and Rockfill Dams
PHYSICAL MODELING OF BREACH FORMATION Large scale field tests Kjetil Arne Vaskinn, Sweco Gröner Norway.
Fire Behaviour Elements of Structure and Fire Development.
Lateral Earth Pressures
Digley Reservoir, Holmbridge
John Hunyadi, P.E. Dam Safety Engineer General Orientation on Dams Classification, Terminology, Types of Construction, etc.
Groundwater Objectives
DAMS Dams are built for one or more of the following purposes: Irrigation Irrigation Flood Control Flood Control Power Generation Power Generation Water.
What is a Dam? A dam is a hydraulic structure of fairly impervious material built across a river or a stream to retain the water. It prevents the flow.
GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 07 TOPIC : 3
4.5 REINFORCED EARTH (terre armee) FILLS CAN BE FORMED PLACING "REINFORCEMENTS" IN THEM AND COMPACTING (GLASS FIBRE REINFORCED, PLASTIC FIBRE, TRYLENE.
WELCOME TO ALL PATRONS OF BUYERS & SELLERS MEET & SEMINAR – 2015 “Technical Textiles with special reference to Geo Textiles” Tuesday and Wednesday 10th.
CONTAINMENT CONTROL SYSTEMS
STABILITY OF SLOPE Presented by:.
Masonry Details.
Lecture 11 Advance Design of RC Structure Retaining walls
NEOJOINT By Neoferma Australia What is Neojoint ? Neojoint comprises a twofold system with each of the elements enhancing the inherent waterproofing.
Exterior Wall (Masonry)
Cracks in Concrete. 2-Classifications 2-Classifications 3-Concrete removal, preparation 4-References Cracks in Concrete 1-lntroduction.
The sand filter has to be moved from this location. The embankment cross section used in the slope stability analysis did not include the sand filter.
Sources of water (RAIN)
Dams Mehmet Özger (Barajlar) Department of Civil Engineering, I.T.U.
Hydrology Days 2004 Applied Stochastic Hydrology Lessons Learned from the Brazilian Electric Energy Crisis of 2001 Jerson Kelman President of ANA (Brazilian.
GRS-IBS Demonstration Bridge Project Cochran Road over Turkey Creek Marshall County.
TVI Resource Development (Phils), Inc. September Gossan Dam Embankment Construction Late July 2005 Placement of Core Zone Material. Placement of.
Power Plant Construction and QA/QC Section 7.2 – Dams, Spillways, Water Conductors and Power Houses Engineering Technology Division.
PAVSYS PAVSYS ™ PAVSYS PAVSYS MODULAR ENGINEERED SUSTAINABLE HABITATS.
Halil Önder Department of Civil Engineering METU Ankara, Turkey
3 Easy Steps STEP 1: SITE SELECTION Select Area with Unsuitable Rock Types.
Failure of Vajont Dam, Italy
Group 14 Angelina Hand Mark Kelly Lydia Rooney Seán Stapleton.
Silver Oak College Of Engineering & Technology.
Surface Area and Volume Challenge Construct two 3-Dimensional Figures given large sheets of construction paper: – One that has the largest possible Surface.
Repair and Strengthening of Concrete Bridges and other Structures
TYPES OF DEEP FOUNDATION
200 kT Water Cherenkov Detector Vessel Liner 50% Conceptual Design Review.
Dichotomous Keys.
Foundation Failure. Foundation movement may result from a wide range of factors, which can include: Shrinking or swelling of clays caused by changes in.
Causes of fire &precaution: The variouscauses of fire are as follows: 1. Careless smoking. 2. Faulty electrical wiring or short circuiting. 1.
GROUND IMPROVEMENT TECHNIQUES
Soil Mechanics Topic – Triaxial shear test(CD, CU, UU tests)
SOUND INSULATING MATERIALS PRESENTED BY : TANDEL RAJAT B. ( ) GUIDED BY:- PROF.N.B.KAGRA GOVERNMENT ENGINEERING COLLEGE, DAHOD CIVIL ENGINEERING.
Construction Inspection for FO Activities - Geosynthetics
CVE 515 EMBANKMENT DAM ENGINEERING ENGR S.O ODUNFA DEPT. OF CIVIL ENGINEERING UNIVERSITY OF AGRICULTURE, ABEOKUTA.
Chapter 16 Landfill Liners and Geosynthetics
Wrong installation of window frame Wrong installation of window frame.
Geotechnical Engineering Department of Civil Engineering
DAMP-PROOFING AND WATER-PROOFING COURSE
Concrete and Masonry Construction 29 CFR 1926, Subpart Q
Soil Mechanics-II Earthen Dames
4th Annual Construction Law Summit
Organics Waste Processing Facility Construction Progress Update December 15, 2010
17.7 Single Clay Liner and Single Geomembrane Liner Systems
Dam Construction & History
MATERIALS AND CONSTRUCTION I
Soil Mechanics-II Earthen Dames
Geosynthetics for Filtration by Jean Lafleur
No. 17 of 19 Geosynthetics in Dams by Daniele Cazzuffi
Earth and Rock fill Dams
Presentation transcript:

No. 17 of 19 Geosynthetics in Dams by Daniele Cazzuffi ENEL Hydro, Milan, Italy. The information presented in this document has been reviewed by the Education Committee of the International Geosynthetics Society and is believed to fairly represent the current state of practice. However, the International Geosynthetics Society does not accept any liability arising in any way from use of the information presented.

Main Functions of Geosynthetics in Dams FunctionProducts (see notes for key to product types) Types of Dam Earth /RockConc /Masonry Rolled Conc BarrierGMB, GCM New/ Refurb RefurbNew DrainageGT, GN, GCD New/ Refurb RefurbNew Erosion Control GT, GN New/ Refurb RefurbNew FiltrationGT New/ Refurb ProtectionGT, GG, GCR New/ Refurb ReinforcementGT, GA,GL, BT, BA, BL New/ Refurb

Contrada Sabetta Rockfill Dam

1.Concrete slab (0.2m th) 2.Sheet Bit paper Felt + 2 sheets membrane 3.Porous Concrete 4.R/C Slabs 5.Dry Masonry 6.Joint 7. Plastic Conc wall 8. Conc plinth 9. Gallery

Contrada Sabetta Rockfill Dam

Sampling of Geomembrane.

Lago Nero Concrete Dam

Lago Nero Concrete Dam Upstream Facing

Lago Nero Concrete Dam Upstream Facing After the Rehabilitation Works.

Concepcion RCC Dam in Honduras

La Parade Homogeneous Earthfill Dam 1,2,3 4, 5 : Construction layers

La Parade Homogeneous Earthfill Dam

Codole Rockfill Dam : France

Valcros Earth Dam : France

Placing the Geotextile Filter in the Upstream Facing of Valcros Dam

Hans Strijdom Zoned Rockfill Dam

Maraval Dam – France (1976)

Maraval Dam

Davis Creek Dam : USA

Surface Erosion Control

Moochalabra Dam : Australia 1.Steel Mesh 2.Rockfill 3.Granular filter 4.Clay Core

Blue Ridge Parkway Dam : USA

Filled Geotextile Systems

Conclusions Geosynthetics successfully used in rehabilitation and new construction of dams Geosynthetics have allowed reductions in volumes of natural materials used in the dams Geosynthetics can give increased safety in service and reduction of hazards during construction

Blank slide see text