Searched for: classification:"TPN1200"
(1 - 20 of 38)

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Hofland, B. (author)
Foto's van de schade in 1953 bij Halsteren, de noodmaatregelen en het herstel daarna. Beschrijving en tekeningen van de situatie uit het Verslag van de Stormvloed.
report 2016
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Slomp, R. (author)
Memo met samenvatting van de effecten van stormvloed, dijkdoorbraken en overstromingen in Frankrijk door de storm Xynthia op 28 februari 2010. Overzicht schade, slachtoffers, staat van onderhoud waterkeringen en politieke implicaties. In Bijlage korte beschrijving effect Xynthia in Nederland
report 2010
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Morris, M. (author)
During the IMPACT Project a number of large scale field tests were undertaken in Norway to collect data, including extensive video footage, recording the physical processes that occured during the initiation and growth of breach through the test embankments. The video footage has been carefully analysed and key processes identified, to support...
report 2009
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Stanczak, G. (author)
Sea dikes are of crucial importance in the defence systems of low-lying coastal areas in Germany as well as in other countries such as The Netherlands and Denmark. Breaches of sea dikes due to storm surges are regarded as the main cause of flood disasters, so that a reliable prediction of both breach initiation, breach formation and breach...
report 2009
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Morris, M. (author)
This report provides an overview of the technical work undertaken by the partners under FLOODsite Task 6. The research in Task 6 addresses breach initiation and growth. Research was undertaken to (i) investigate and develop preliminary models for predicting wave induced breach initiation (ii) investigate soil processes, review and refine the HR...
report 2009
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Morris, M. (author)
This report provides an overview of the state of the art with regards to embankment breach initiation and formation processes. Basic breach formation processes are explained, including a review of commonly held misconceptions. The different stages of breach initiation and formation are also explained, along with the varying needs of different...
report 2009
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Hassan, M. (author)
The IMPACT Project (www.impact-project.net) provided valuable data on breach formation processes. Five large scale field tests were performed in Norway, and a further 22 laboratory tests were performed in the UK. A review of this data has been undertaken to support breach model testing and development under Task 6.
report 2009
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Geisenhainer, P. (author)
Description of the performance of the large-scale experiments in the GWK in Hannover in 2008
report 2009
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Geisenhainer, P. (author)
This report describes small-scaled experiments performed at Leichtweiß-Institute for Hydraulic Engineering and Water Resources, Technical University Braunschweig (LWI). The experiments have been conducted to investigate the development of dike breaches in homogeneous sand dikes with and without a clay layer. The used scaling factor was 1:10.The...
report 2009
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Roca Collell, M.; Morris, M. (author)
Erosion of surface vegetation of fluvial and coastal embankments is the first step in the breach initiation process for an embankment. Detailed knowledge of the driving forces, factors and erosion mechanisms is required to understand and manage the failure risk. Past and present research on the erosion of surface vegetation has been reviewed and...
report 2009
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Stanczak, G. (author)
Sea dikes are of crucial importance in the defence systems of low-lying coastal areas in Germany as well as in other countries such as The Netherlands and Denmark. Breaches of sea dikes due to storm surges are regarded as the main cause of flood disasters, so that a reliable prediction of both breach initiation, breach formation and breach...
report 2009
document
Stanczak, G. (author)
Sea dikes are of crucial importance in the defence systems of low-lying coastal areas in countries such as Germany, The Netherlands or Denmark, etc. Breaches of sea dikes induced by storm surges are regarded as the main cause of coastal flood disasters. Therefore a reliable prediction of both initial conditions for the breach occurrence and the...
report 2009
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Oost, J. (author), Slootjes, N. (author)
Dit rapport geeft nadere achtergrondinformatie over de werkwijze waarop de Toetspeilen voor de c-keringen langs het Amsterdam-Rijnkanaal (dijkring 14 en 15) en het Noordzeekanaal (dijkring 13 en 14) zijn bepaald. Informatie wordt gegeven over de ligging van de c-kering met specifieke kenmerken van het gebied die van belang zijn voor het...
report 2008
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d'Elisio, C. (author)
Based on an extensive literature study on the most relevant processes associated with dike breaching and the models available, a modelling strategy was developed which consists in the development of a preliminary and a detailed breaching model (LWI Report 910, FLOODsite Report ). Results from the preliminary model give an overview of the...
report 2007
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d'Elisio, C. (author)
Based on an extensive literature study on the most relevant processes associated with dike breaching and the models available, a modelling strategy was developed which consists in the development of a preliminary and a detailed breaching model (LWI Report 910, FLOODsite Report ). Results from the preliminary model give an overview of the...
report 2007
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d'Elisio, C. (author)
Based on an extensive literature study on the most relevant processes associated with dike breaching and the models available, a modelling strategy was developed which consists in the development of a preliminary and a detailed breaching model (LWI Report 910). This progress report aims to address the development and implementation of the...
report 2007
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Oumeraci, H. (author)
Coastal dikes are used as defence structures against flooding in lowland areas and where high tidal ranges occur. The development of a breach induced by wave overtopping has been one of the most frequent causes of dike failure and it is closely related both to the dynamics of a protected coast and to the flood risk assessment and management. At...
report 2006
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Blommaart, P. (author)
Het document betreft een samenvatting van een presentatie van Peter Blommaart, projectleider Waterkeren bij de afdeling Waterkeren (AK) van de Dienst Weg- en Waterbouwkunde (DWW) van Rijkswaterstaat. Deze presentatie richt zich op de gebeurtenissen in Wilnis. Er wordt ingegaan op: • De locatie van de afschuiving (waar is het gebeurd?). • De...
report 2003
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Calle, E.O.F. (author)
Bezwijken is het optreden van een bezwijkmechanisme waarbij een bezwijkmechanisme wordt gedefinieerd als breuk, vormverandering, verlies van samenhang of schade aan (onderdelen) van de dijk, als gevolg van belastingen of belastingeffecten die de sterkte overtreffen, waardoor de capaciteit om water te keren nadelig kan worden beïnvloed. Een...
report 2002
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Anonymous, A. (author)
Bezwijken is het optreden van een bezwijkmechanisme waarbij een bezwijkmechanisme wordt gedefinieerd als breuk, vormverandering, verlies van samenhang of schade aan (onderdelen) van de dijk, als gevolg van belastingen of belastingeffecten die de sterkte overtreffen, waardoor de capaciteit om water te keren nadelig kan worden beïnvloed. Een...
report 2002
Searched for: classification:"TPN1200"
(1 - 20 of 38)

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