Erodibility of a dike in case of overflowing
Autor(a) principal: | |
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Data de Publicação: | 2014 |
Tipo de documento: | Dissertação |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | http://hdl.handle.net/10773/13984 |
Resumo: | Earthen dikes (or earthen levees) are built all over the world, both in coastal (coastal dikes) and inland areas (riverine dikes), to protect population, infrastructures and resources from high water levels due to storm surges and seasonal floods. Most of these flood defence embankments are not prepared to resist to surface soil erosion of its crest and landside slope induced by overflowing events, and hence, maybe at risk of failure. Mitigation of dike damage by overflow may be accomplished by providing erosion protection on the surface of the crest and dike landside slope. Erosion protection can be conferred by a variety of materials (rip-rap, concrete, geosynthetics, etc.) ranging from hard armouring to light armouring alternatives. The present dissertation focuses on strengthening systems consisting of lightweight, flexible, synthetic mats such as (high performance) turf reinforcement mats and geogrids. The goal of this dissertation was to assess their effectiveness as a slope erosion protection system and to obtain some performance criteria under overflow conditions created through full-scale laboratory testing on a hydraulic model. Waterflow discharge, flow thickness and mean (horizontal) velocity measurements were acquired at one location on the landside slope channel (1V:4H) (near the downward edge of the slope). These measurements allowed to estimate shear stress ranges at the bed channel and Manning’s roughness coefficients. Some tentative empirical equations were presented correlating shear stress and flow thickness estimations with overflowing discharges. The results are strictly limited to the tested coarse-grained soil and rolled erosion control products as well as the range of tested hydraulic parameters possible to be attained on the hydraulic model. The experimental study mainly allowed to obtain some qualitative conclusions, in which it was proven that a reinforced surface soil layer with synthetic mats of a dike slope can withstand higher overflowing discharges than bare soil, without catastrophic sediment motion. |
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Erodibility of a dike in case of overflowingEngenharia civilDiquesConstruções em terraEarthen dikes (or earthen levees) are built all over the world, both in coastal (coastal dikes) and inland areas (riverine dikes), to protect population, infrastructures and resources from high water levels due to storm surges and seasonal floods. Most of these flood defence embankments are not prepared to resist to surface soil erosion of its crest and landside slope induced by overflowing events, and hence, maybe at risk of failure. Mitigation of dike damage by overflow may be accomplished by providing erosion protection on the surface of the crest and dike landside slope. Erosion protection can be conferred by a variety of materials (rip-rap, concrete, geosynthetics, etc.) ranging from hard armouring to light armouring alternatives. The present dissertation focuses on strengthening systems consisting of lightweight, flexible, synthetic mats such as (high performance) turf reinforcement mats and geogrids. The goal of this dissertation was to assess their effectiveness as a slope erosion protection system and to obtain some performance criteria under overflow conditions created through full-scale laboratory testing on a hydraulic model. Waterflow discharge, flow thickness and mean (horizontal) velocity measurements were acquired at one location on the landside slope channel (1V:4H) (near the downward edge of the slope). These measurements allowed to estimate shear stress ranges at the bed channel and Manning’s roughness coefficients. Some tentative empirical equations were presented correlating shear stress and flow thickness estimations with overflowing discharges. The results are strictly limited to the tested coarse-grained soil and rolled erosion control products as well as the range of tested hydraulic parameters possible to be attained on the hydraulic model. The experimental study mainly allowed to obtain some qualitative conclusions, in which it was proven that a reinforced surface soil layer with synthetic mats of a dike slope can withstand higher overflowing discharges than bare soil, without catastrophic sediment motion.Os diques de terra são construídos um pouco por todo o mundo, quer em zonas costeiras (diques costeiros) quer em zonas fluviais (diques fluviais), com o intuito de proteger a população, as infraestruturas e outros recursos de elevados níveis de água provocados por tempestades e cheias sazonais. A grande maioria destes aterros de proteção de cheias não estão preparados para resistir à erosão superficial provocada na sua crista e talude de jusante pelo galgamento da água e respetivo escoamento sobre os mesmos, e como tal, podem estar em risco de rotura. A mitigação dos danos induzidos num dique pelo galgamento pode ser conseguida por via da proteção da camada superficial de solo sobre a crista e talude de jusante. Existe uma enorme variedade de materiais para proteção contra a erosão (enrocamento, betão, geossintéticos, etc.) que podem variar desde soluções mais pesadas e rígidas a soluções mais leves e flexíveis. A presente dissertação foca-se em sistemas de reforço leves, flexíveis e compostos por redes/tapetes poliméricos tais como as mantas/tapetes de reforço (Turf Reinforcement Mats) e geogrelhas (geogrids). O objetivo principal da dissertação consistiu em avaliar a aplicabilidade destes materiais como sistemas de controlo de erosão, e obter dados relativos ao seu desempenho perante uma situação de galgamento/escoamento criada num modelo hidráulico à escala real. Os valores do caudal escoado, as alturas de água e velocidades médias do escoamento foram medidos numa determinada secção do canal (com inclinação 1V:4H) do modelo hidráulico (secção próxima da zona de transição entre o canal inclinado e o canal horizontal). Estas medições permitiram estimar gamas de valores da tensão de corte aplicada na superfície do canal e do coeficiente de rugosidade de Manning. Algumas equações empíricas (de caráter provisório) foram apresentadas, relacionando a tensão de corte e alturas de água com o caudal escoado. Os resultados obtidos são exclusivamente válidos para o material granular e os produtos em rolo para controlo de erosão (Rolled Erosion Control Products) testados, bem como para a gama de parâmetros hidráulicos proporcionados pelo modelo hidráulico. O estudo experimental permitiu obter principalmente conclusões qualitativas, nas quais ficou comprovado que o reforço de uma camada superficial de solo com Rolled Erosion Control Products permite resistir a caudais superiores, em comparação com uma camada de solo simples, sem que se verifique transporte pronunciado de partículas de solo.Universidade de Aveiro2015-05-04T16:19:47Z2014-01-01T00:00:00Z2014info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisapplication/pdfhttp://hdl.handle.net/10773/13984TID:201575400engCastro, Francisco Leite deinfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-07-17T03:38:48ZPortal AgregadorONG |
dc.title.none.fl_str_mv |
Erodibility of a dike in case of overflowing |
title |
Erodibility of a dike in case of overflowing |
spellingShingle |
Erodibility of a dike in case of overflowing Castro, Francisco Leite de Engenharia civil Diques Construções em terra |
title_short |
Erodibility of a dike in case of overflowing |
title_full |
Erodibility of a dike in case of overflowing |
title_fullStr |
Erodibility of a dike in case of overflowing |
title_full_unstemmed |
Erodibility of a dike in case of overflowing |
title_sort |
Erodibility of a dike in case of overflowing |
author |
Castro, Francisco Leite de |
author_facet |
Castro, Francisco Leite de |
author_role |
author |
dc.contributor.author.fl_str_mv |
Castro, Francisco Leite de |
dc.subject.por.fl_str_mv |
Engenharia civil Diques Construções em terra |
topic |
Engenharia civil Diques Construções em terra |
description |
Earthen dikes (or earthen levees) are built all over the world, both in coastal (coastal dikes) and inland areas (riverine dikes), to protect population, infrastructures and resources from high water levels due to storm surges and seasonal floods. Most of these flood defence embankments are not prepared to resist to surface soil erosion of its crest and landside slope induced by overflowing events, and hence, maybe at risk of failure. Mitigation of dike damage by overflow may be accomplished by providing erosion protection on the surface of the crest and dike landside slope. Erosion protection can be conferred by a variety of materials (rip-rap, concrete, geosynthetics, etc.) ranging from hard armouring to light armouring alternatives. The present dissertation focuses on strengthening systems consisting of lightweight, flexible, synthetic mats such as (high performance) turf reinforcement mats and geogrids. The goal of this dissertation was to assess their effectiveness as a slope erosion protection system and to obtain some performance criteria under overflow conditions created through full-scale laboratory testing on a hydraulic model. Waterflow discharge, flow thickness and mean (horizontal) velocity measurements were acquired at one location on the landside slope channel (1V:4H) (near the downward edge of the slope). These measurements allowed to estimate shear stress ranges at the bed channel and Manning’s roughness coefficients. Some tentative empirical equations were presented correlating shear stress and flow thickness estimations with overflowing discharges. The results are strictly limited to the tested coarse-grained soil and rolled erosion control products as well as the range of tested hydraulic parameters possible to be attained on the hydraulic model. The experimental study mainly allowed to obtain some qualitative conclusions, in which it was proven that a reinforced surface soil layer with synthetic mats of a dike slope can withstand higher overflowing discharges than bare soil, without catastrophic sediment motion. |
publishDate |
2014 |
dc.date.none.fl_str_mv |
2014-01-01T00:00:00Z 2014 2015-05-04T16:19:47Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/masterThesis |
format |
masterThesis |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://hdl.handle.net/10773/13984 TID:201575400 |
url |
http://hdl.handle.net/10773/13984 |
identifier_str_mv |
TID:201575400 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Universidade de Aveiro |
publisher.none.fl_str_mv |
Universidade de Aveiro |
dc.source.none.fl_str_mv |
reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação instacron:RCAAP |
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Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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RCAAP |
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RCAAP |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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