Guidelines for design of dams january 1985 revised january 1989 new york state department of environmental conservation george e. Examples are given of large dams across the world, and of principles of safe and economical dam design. To prevent sliding the contact with the foundation and the foundation. A gravity dam is designed in such a way that it resists all external forces acting on the dam like water pressure, wind pressure, wave pressure, ice pressure, uplift pressure by its own selfweight. Comparison of design and analysis of concrete gravity dam. The gravity dam has sufficient weight so as to withstand the forces and the overturning moment caused by the water impounded in the reservoir behind it. Proper design is also required to safeguard against piping which is a severe problem in the design of earthen dam. It is the type of dam built on solid rock foundation to withhold whatever external forces may be exerted on it. I a simplified analysis procedure in which the response due only to the fundamental vibration mode is estimated directly from the earthquake design spectrum. Design and construction of concrete gravity dams nptel. Structural stability and 2d finite element analysis of. Failure of gravity dam occurs due to overturning, sliding, tension and compression.
Gravity dam is designed for various forces especially for the overturning moment and for the sliding forces. Assumptions of maximum earthquake accelerations equal to one tenth of gravity are adequate for the design of important masonry dams without. Concrete dams gravity dams buttressdams arch dams gravity dams use their triangular shape and the sheer weight of their rock and concrete structure to hold back the water in the reservoir. The purposes of dam construction may include navigation, flood damage reduction, hydroelectric power generation, fish and wildlife enhancement, water quality, water supply, and recreation. In the case of an embankment dam the junction is referred to as the upstream toe of the dam. Jul 16, 20 this type of dam requires a specialized design and a very sound knowledge of foundation. Many of the forces which must be considered in the design of the gravity dam structure are of such a nature that an exact determination cannot. The solid form is the more widely used of the two, though the hollow dam is frequently more economical to construct. Pdf design and analysis of concrete gravity dams researchgate. The economical design of a gravity dam by this method envisages division of the dam section in various zones fig.
Measured and computed uplift pressures for shasta dam. Guidelines for construction cost estimating for dam. Design of concrete gravity dam dam deformation engineering. They are designed to hold back large volumes of water. Gravity dams are constructed from masonry or concrete. The section is so designed and shaped that its weight is sufficient to ensure. Design of concrete gravity dam free download as powerpoint presentation. Gravity dams are designed so that each section of the dam is stable and independent of any other dam section. Cn 222l 1714091july 22, 1975 this manual presents instructions, examples, procedures, and standards for use in the design of concrete gravity dams. Gravity dams made of roller compacted concrete, or rcc, are considered separately, because the differences in the material and, above all, the different procedure for delivery to the worksite impose specific design constraints. Dam dam is a solid barrier constructed at a suitable location across a river valley to store flowing water. It is the highest gravity dam in the united states, and also the highest gravity dam without longitudinal joint in the world. A gravity dam is a massive sized dam fabricated from concrete or stone masonry.
It has been written for engineers and owners engaged in the planning, design. To ensure a safe design, the designer must be able to confirm design assumptions and revise the dam design if unanticipated. Dam design and construction, reservoirs and balancing lakes. Code of practice for stability analysis of earth dams. The earthquake response of concrete gravity damreservoirfoundation system has been addressed to study the effect of foundation flexibility and. A gravity dam is a dam constructed from concrete or stone masonry and designed to hold back water by primarily using the weight of the material alone to resist the horizontal pressure of water pushing against it. Gravity dam is constructed of concrete andor masonry andor laidup. A gravity dam is a solid structure, made of concrete or masonry, constructed across a river to create a reservoir on its upstream. This manual applies to all hqusace elements, major subordinate commands. It serves as a guide to sound engineering practices in the design of concrete gravity dams and provides the technically trained, qualified design engineer with specialized and technical information that can be readily used in the design of such a dam. Any structure in a reservoir, dam, or river through which water can be drawn into an outlet pipe, flume, etc. The purpose of this manual is to provide technical criteria and guidance for the planning and design of concrete gravity dams for civil works projects.
Criteria for design of solid gravity dams number of amendments. Hydrogeological data five investigation boreholes have been drilled along the proposed axis of the dam to a depth rang ing between 15 and 31. Analysis and design of gravity dam in seismic zone v project by. Gravity dams arch dams buttress dams 3 based on usage of dam. Dams and spillways wrd 9 designator of legally binding document. Design manual for concrete gravity dams a water resources technical publication bureau of reclamation, u. Gravity dams are solid concrete structures that maintain their stability against design loads from the geometric shape, mass and strength of the concrete. The successive zones are designed to meet the requirements of. The first tools to design earth dams to resist piping were developed during 19101935. Example on design of gravity dam flood control infrastructure. The axes may be slightly curved in the correct shape or upstream. In 1940 houk and keener, listed twenty five basic assumptions that should be considered relative to the design of important masonry dams.
An example design of small african journals online. It is also the most common type built due to its permanency of design and simplicity in construction. Aug 19, 2018 for the love of physics walter lewin may 16, 2011 duration. Seismic response of a concrete gravity dam considering. To prevent sliding the contact with the foundation and the foundation itself must have appreciable shear strength. By using concrete, the weight of the dam is actually able to resist the horizontal thrust of water pushing against it.
Diagrams of base pressures acting on a gravity dam. Legally binding document step out from the old to the newjawaharlal nehru invent a new india using. The design of a gravity dam is performed through an interactive process involving a preliminary layout of the structure followed by a stability and stress analysis. Filter criteria for dispersive soils was refined in the 1970s. The dam is 122 m high supporting the pine flat lake, one of the largest reservoirs in california. The junction of the upstream face of a gravity or arch dam with the.
Pdf gravity dam design engineer manual ivan ramirez. Recommendations for hydraulic design of high ogee overflow spillways. Gravity dam loads on concrete dams loads can be classified in terms of applicabilityrelative importance as primary loads, secondary loads, and exceptional loads. Pdf gravity dams are solid concrete structures that maintain their stability against design loads from the geometric shape, mass and strength. The dam s performance will largely be controlled by the care and thoroughness exercised during its construction. For the love of physics walter lewin may 16, 2011 duration.
Criteria for design of solid gravity dams by bureau of indian standards. Multiple step method of design of gravity dam and comparison with cadam software conference paper pdf available september 2016 with 6,657 reads how we measure reads. The design of gravity dams appears deceptively simple, if only the overall principles described above are considered. The procedure differs according to the choice of dam, such as gravity, fill, or other concrete or composite dam.
No stress in the dam shall exceed safe limit of the construction materials. Basically, gravity dams are solid concrete structures that maintain their stability against design loads from the geometric shape and the mass and. Increasing freeboard or designing the spillway for the passage of larger flood flows. Dworshak is a gravity dam with the maximum height of 219 m and maximum bottom width of 152 m, the concrete volume is 525.
Shear resistance on an existing joint in rock foundation of a gravity dam 4. The first version of a modern gravity dam was built between 1765 and 1800 in mexico. Pdf design of gravity dam table of contents theogene. For the height of dam exceeding h, it is high dam and is designed as follows. The section of the gravity dam is approximately triangular in shape, with its apex at its top and maximum width at bottom. Later gravity dams used a trapezoidal cross section.
Guidelines for construction cost estimating for dam engineers. Criteria for hydraulic design of bucket type energy dissipators. The most ancient gravity dam on record was built in egypt more than 400 years b. The junction of the upstream face of a gravity or arch dam with the foundation surface. Guidelines for construction cost estimating for dam engineers and owners was prepared by the ussd committee on construction and rehabilitation. Ppt gravity dam powerpoint presentation free to view. Consequently, by 1970 gravity dams were essentially used only for special structures such as spillways or water intake for power houses. Forces acting on a gravity dams with diagram geography. Design of gravity dam, calculation in reservoir full.
A gravity dam is an essentially solid concrete structure that resists imposed forces principally by its own weight. The white paper provides support for responsible cost estimating for new dams and dam rehabilitation projects. Gravity dams are classified as solid or hollow and are generally made of either concrete or masonry. Safe against overturning at any horizontal plane within the dam. Elementary profile of a dam subjected only to external water pressure on upstream side, will be right angled triangle, having zero width at water level and a base width b at bottom, i. Many concrete gravity dams have been in service for over 50 years, and over this period important advances in the methodologies for evaluation of natural phenomena hazards have caused the design. This involves feasibility studies, preliminary design, selection of type of dam, and final detailed design.
Dams are classified on several aspects, some of the important aspects are as follow. A curved gravity dam resists the external forces by its weight and not by arch action. The rock that constitutes the foundation and abutments at the site is strong enough to carry the forces imposed by the dam with stresses well below the elastic limit at all places along the contact planes. Based on structure and design, dams can be classified as follows. Stability analysis of gravity dam using staad pro youtube. Geostudio modeling of pine flat dam pine flat dam is a concrete gravity dam on the kings river of central california in united states. Gravity dams gravity dams criteria for selection of dam site, construction material, forces acting on gravity dam, modes of failure, stability analysis, safety criteria, methods of design, stress analysis and stress contours, galleries, instrumentation, joints, keys, water seals, temperature control in concrete dams, foundation treatment. Undisclosed subsurface conditions way be encountered which may materially affect the design of the dam. In fact, controversy raged for more than half a century over the subject of how stresses are distributed within a gravity dam, until computer programs permitted computation of stresses using two or threedimensional finite. Presents instructions, procedures, and standards for use in the design of concrete gravity dams.
741 963 819 651 867 902 1184 1356 1126 402 1008 423 477 734 733 1455 125 255 638 1412 1661 435 803 808 1055 22 773 973 870 967 1263 1302 1269 257