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Research Home
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hydraulic fill dams (earth dams, <dams by construction>, ... Built Environment (hierarchy name)) |
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Note: Dams built using materials that are excavated, transported, and placed by hydraulic methods. Coarse materials of the slush settle at the outer edge and finer materials settle towards the center, forming an impervious central core. Compaction is not done, and poor drainage and settlement may cause failure of this type of dam.
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| Terms: |
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| hydraulic fill dams (preferred,C,U,LC,English-P,D,U,PN)
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| hydraulic fill dam (C,U,English,AD,U,SN)
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| dams, hydraulic fill (C,U,English,UF,U,N)
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| 水力淤填壩 (C,U,Chinese (traditional)-P,D,U,U)
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| 淤填壩 (C,U,Chinese (traditional),UF,U,U)
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| shuǐ lì yū tián bà (C,U,Chinese (transliterated Hanyu Pinyin)-P,UF,U,U)
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| shui li yu tian ba (C,U,Chinese (transliterated Pinyin without tones)-P,UF,U,U)
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| shui li yü t'ien pa (C,U,Chinese (transliterated Wade-Giles)-P,UF,U,U)
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| opgespoten dammen (C,U,Dutch-P,D,U,U)
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| opgespoten dam (C,U,Dutch,AD,U,U)
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| Spüldämme (C,U,German,D,PN)
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| Spüldamm (C,U,German-P,AD,SN)
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Facet/Hierarchy Code: V.RK |
Hierarchical Position:
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Objects Facet |
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.... Built Environment (hierarchy name) (G) |
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........ Single Built Works (hierarchy name) (G) |
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............ single built works (built environment) (G) |
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................ <single built works by specific type> (G) |
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.................... <single built works by function> (G) |
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........................ hydraulic structures (G) |
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............................ <hydraulic structures by function> (G) |
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................................ dams (hydraulic structures) (G) |
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.................................... <dams by construction> (G) |
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........................................ earth dams (G) |
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............................................ hydraulic fill dams (G) |
Additional Notes: |
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| Chinese (traditional) ..... 以水力法挖掘、運輸、填置材料所建成的水壩。淤泥的粗材置於外緣，較細的材料則朝中心安置，中央核心滴水不漏。但若水壩未經壓實，且排水與配置不良則可能導致運作失敗。 |
| Dutch ..... Dammen die zijn gemaakt met materiaal dat met hydraulische methoden is uitgegraven, vervoerd en geplaatst. Grove materialen in het slijk blijven liggen aan de uiteinden van de dam en fijner materiaal slaat neer in het midden, waardoor een ondoordringbaar centraal gedeelte ontstaat. Het materiaal wordt niet samengeperst en bij slechte drainage en inklinking bestaat bij dit soort dammen het risico dat ze bezwijken. |
| German ..... Damm aus Material, das mit hydraulischen Verfahren aus der Erde gehoben, transportiert und aufgetragen wurde: grobes Material aus Schlick sedimentiert an der Oberfläche und feineres im Kern, so dass dieser undurchdringlich wird. Weitere Verdichtung findet nicht statt; schlechte Entwässerung und Sedimentierung können zum Dammbruch führen. |
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