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Aufleger, M., Conrad, M., Strobl, Th., Husein Malkawi, A.I., Duan, Y.
2-.-0.2004
The paper focuses on an approach of crack potential assessment in Roller Compacted Concrete dams with three practical examples in Jordan and China.
  (544 KB)
Bieberstein, A., Saucke, U. (Institute of Soil Mechanics and Rock Mechanics, University of Karlsruhe, Germany)
8-.-0.2002
In this article, a testing technique for the determination of the permeability of individual cut-off wall panels in situ is described.
(4 MB)
Conrad, M., Aufleger, M., Husein Malkawi, A.I.
2-.-0.2004
The paper deals with the investigations on the modulus of elasticity (Young's Modulus) and the stress-strain-behavior of one Roller Compacted Concrete (RCC) mixture from the age of 6 hours to 365 days.
(217 kb)
Dickel, K., Klein, P., Nielinger, A. (Ruhrverband, Germany)
2-.-0.2002
After more than 60 years of operation, the fish-belly flap gates used for spilling floods had become corroded and therefore needed to be replaced. To stabilize the structure, ten anchors were installed in the dam.
(1.3 MB)
Giesecke, J. (Institute for Hydraulic Engineering, University of Stuttgart GERMANY)
4-.-0.2002
One of the most significant benefits resulting from construction of a dam is the long-term and efficient protection that detention reservoirs provide against floods.
(470 kB)
Giesecke, J., Marx, W., Kerle, F., Gittinger, H. (Institute for Hydraulic Engineering, University of Stuttgart)
4-.-0.2002
Both rivers originate in the gently hilled region of the Swabian Alb, which is located in south-west Germany. Because of the geological and meteorological situation, flood events in the Kocher and Jagst valleys mean large inundated areas.
(185 kB)
Giesecke, J., Qin, M., Marx, W.
4-.-0.2002
Based on comprehensive studies several new methods have been proposed and adopted in an effort to develop a more realistic and computational more efficient model for the temperature and thermal stress analysis of RCC dams.
(374 kB)
Haimerl, G. (Technische Universität München, Germany)
2-.-0.2004
Groundwater recharge dams are used in arid countries to enhance the natural groundwater recharge by a controlled infiltration of stored flood events. The study is based on field tests in the Sultanate of Oman
(235KB)
Hieke, V., Stephan, H.-U. (Dam authority of Saxony, GERMANY)
2-.-0.2002
The technical status of the monitoring equipment as well as the computational and graphic computer analysis allow us to gain an insight into the connections and interrelations between a dam and its foundation rock, which are of great importance.
(142 KB)
Müller, U. (Landestalsperrenverwaltung des Freistaates Sachsen, Germany)
2-.-0.2002
The three projects, that are described here, involved designs based on some innovative ideas.
(1.2 MB)
Müller, U., Salveter, G.
3-.-0.2002
In order to be able to guarantee the important supply functions, the Bautzen dam was taken out of operation for renewals. The project was divided into 12 subprojects, in order to tender the water level dependent and independent work out separately.
(396 KB)
Peters, J., Klaußer, V., Willmitzer, H., Kraft, H. (Dam Administration of Thuringia, Germany)
3-.-0.2002
Construction of this dam is planned to be completed in 2004. Studies for the project, with special emphasis on ecological aspects, are described here.
(955 kb)
Pütz, K., Benndorf, J.
2-.-0.2002
The phytoplankton activity plays the most important role among the various processes governing the phosphate elimination in pre-reservoires.The maximization of orthophosphate-P elimination depends on adequate design, construction and operation.
(171 KB)
Rettemeier, K., Falkenhagen, B., Köngeter, J. (Institute of Hydraulic Engineering and Water Resources Management, Aachen University of Technology, Germany)
2-.-0.2002
This paper provides a brief overview on the state of the art of Risk Assessment. Based on studied international approaches a Risk Assessment procedure for German dams has been developed.
(607 KB)
Rettemeier, K., Nilkens, B., Falkenhagen, B., Köngeter, J. (Institute of Hydraulic Engineering and Water Resources Management, Aachen University of Technology, Aachen, Germany)
2-.-0.2002
Today people become aware of the fact that all man made structures have a potential risk that has to be evaluated, assessed and managed. Thus the risk of dams is no longer neglected.
(60 KB)
Rissler, P. (Ruhrverband, Germany)
2-.-0.2002
Some basic ideas on safety analysis for reservoir dams and the related analytical tools are discussed, with particular reference to selection of the design flood. The author draws attention to some advantages of the probabilistic approach to risk analysis
(406 KB)
Schäfer, P., Perzlmaier, S., Conrad, M., Strobl, T., Aufleger, M. (Technische Universität München, GERMANY)
2-.-0.2004
The application of a new facing on an old permeable concrete dam can help to solve stability problems caused by interior uplift pressure. The paper reviews the applications of synthetic membranes on dams with a special focus on the fixation.
(851 KB)
Sieber, H.-U. (Dam authority of Saxony, Germany)
2-.-0.2002
In Germany the technical standards for dams are currently being revised. A concept is being pursued, which offers maximal safety, but additionally discloses the remaining hazards and requires the assessment and mitigation of the resulting risks.
(180 KB)
Sieber, H.-U., Glasebach, H.-J. (Dam authority of Saxony - Germany)
2-.-0.2002
Construction and operation of dams have a long tradition in Saxony and reaches back to the 15. Century. Today substantial infrastructure functions are fulfilled with storage structures in Saxony.
(557 KB)
Toensmann, F., Koch, M. (Eds.)
2-.-0.2002
- BOOK ANNOUNCEMENT -
(500 KB)
Willmitzer, H. (Thuringian Dam Administration, GERMANY)
3-.-0.2002
The Thuringian Dam Administration plans the completion of the drinking water reservoir Leibis-Lichte in the Thueringia Slate Area. The construction of this dam and the management of the new reservoir will implicate serious changes of the environment.
(171 kb)
Wittke, W., Polczyk, H.
2-.-0.2002
Examining the dam's stability under consideration of today's standards, the stability was preliminary proven by means of a three-dimensional finite element analysis.
(801 KB)
Wittke, W., Schröder, D.
2-.-0.2002
Prestressed permanent anchors, reaching from the top of the dam down to approximately 30 metres into the bedrock, were installed in the 47 m high Eder masonry dam to achieve dam stability according to todays standards.
(451 KB)
Zschammer, C., Lengfeld, M.
3-.-0.2002
After 100 years of operation numerous gravity dams indicate damage by aging, which must be repaired. The rehabilitation and the necessary preliminary works are described by the example of Neunzehnhain II Dam.
(1.4 MB)
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