Glossary for the subject CIE5314
Angle of repose | hoek van het natuurlijke talud | |
Aquifer | aquifer | |
Aquifer | watervoerende laag | |
Aquitard | aquitard | underground layer with low permeability |
Blanket | bodembescherming | A layer or layers of graded fine stones underlying a breakwater, GROYNE or rock EMBANKMENT to prevent the natural bed material from being washed away. |
Boundary condition | randvoorwaarde | |
Breach | bres | breach in a levee, dike or sand dune |
Breaker parameter | Iribarrengetal | dimensionless parameter to descibe wave-structure interaction, the ratio between structur slope and wave steepness |
Cascading dike failures | trapsgewijs falen van opeenvolgende dijken | |
Catchment | stroomgebied | The area which drains naturally to a particular point on a river, thus contributing to its natural discharge |
Characteristic value | karakteristieke waarde | |
Compacting | verdichten | |
Consolidation | consolidatie | |
Core | boorkern | A vertical cylindrical sample of the bottom sediments from which the nature and stratification of the bottom may be determined. |
Correlation | correlatie | |
Cover layer | Toplaag | The outer layer used in a revetment system as protection against external hydraulic loads |
CPT (cone penetration test) | sondering | |
Creep | kruip | |
crest | kruin | top part of a construction |
Critical head difference | kritisch stijghoogteverschil | |
Crown | kruin | Top of a structure |
Cumulative distribution function | verdelingsfunctie | |
Damage function | schadefunctie | |
Damping | demping | |
Design storm | Ontwerpstorm | Sea walls will often be designed to withstand wave attack by the extreme design storm. The severity of the storm (i.e. RETURN PERIOD) is chosen in view of the acceptable level of risk of damage or failure. |
design water level | ontwerpwaterstand | water level used in the design, usually a waterlevel with a given return probability |
Deterministic | deterministisch | |
dike (dyke) | dijk | A long, low embankment with a height usually less than four to five metres and a length more than ten or fifteen times the maximum height. Usually applied to protect land from flooding. (Dike is to be preferred above Dyke) |
dike circle | dijkring | system of dikes (or high grounds) surronding a polder, protecting this polder against inundation |
Discharge | debiet | amount of water flowing trough a cross section per unit of time (m3/s) |
Ditch | sloot | |
Ditch | greppel | |
drag | slepen - trekken - stromingsweerstand | |
Drawdown | snelle daling waterniveau | |
Effective stress | effectieve korrelspanning | |
Embankment | dijk, kade | An artificial bank such as a mound or dike generally built to retain (hold back) water or to carry a roadway. An embankment is generally higher than a DIKE. |
Equi-potential line | potentiaallijn | |
Estuary | zeearm | |
Exit gradient | uittreegradient | |
Exit point | uittreepunt | |
Expected annual damage | verwachte jaarlijkse schade | |
External safety | externe veiligheid | |
Extreme value | extreme waarde | |
Factor of safety | veiligheidsfactor | |
Failure mechanism | faalmechanisme | |
Failure mode | faalmechanisme | |
Failure probability | Faalkans | The probability that a construction is no longer able to perform its function (is not the probability of collapse) |
Failure probability | Bezwijkkans | Probablity that a structure fails |
Fault tree | foutenboom | |
Fetch | Strijklengte | The area in which SEAS are generated by a wind having a fairly constant direction and speed. Sometimes used synonymously with FETCH LENGTH, which is the horizontal distance, (in the direction of the wind) over which a wind generate SEAS of creates WIND SETUP. |
Flood defence | waterkering | |
Flood defence act | wet op de waterkering | |
Flood risk | overstromingsrisico | |
Flood wall | Keermuur | Wall, retired from the seaward edge of the sea wall crest, to prevent water from flowing on to the land behind. |
Flow net | vierkantennet | |
foreshore | vooroever | The part of the shore, lying between the crest of the seaward berm (or upper limit of wave wash at high tide) and the ordinary low-water mark, that is ordinarily traversed by the uprush and backrush of the waves as the tides rise and fall. See BEACH FACE. |
Fragility curve | kwetsbaarheidscurve | Functios indicating the conditional failure probablility as a function of the load |
freeboard | waakhoogte | The additional height of a structure above design high water level that is added to prevent overflow. Also, the vertical distance between the water level and the top of the structure at a given time. |
Friction angle | wrijvingshoek | |
Gabion | schanskorf | a basket or cage filled with earth or rocks and used especially in building a support or abutment or shoreline |
Groyne (beach groyne) | Strandhoofd | dam perpendicular to the beach with the purpose to decrease longshore transport |
groyne (river groyne) | krib (rivierkrib) | short dam in a river perpendicular to the embankment with the purpose to concentrate the flow in the middle of the river |
Head | stijghoogte | |
Head difference | stijghoogteverschil | |
heave | opdrijven | heave of the topsoil becasue of overpressure in the underground |
heave | heave | unstable sand, quicksand, caused by upwards flowing water |
Hindcast | Hindcast | The use of historic synoptic wind charts to calculate characteristics of waves that probably occurred at some past time. |
Hinterland | achterland | |
Hydraulic conductivity | doorlatendheid | |
Hydraulic roughness | hydraulische weerstand | |
impermeable | niet poreus, ondoorlatend | |
Individual risk | individueel risico | |
Intredepunt | entrance point | |
Intrusion length | indringingslengte | |
Inundation | overstroming (inundatie) | Inundation is both the act of intentionally flooding land that would otherwise remain dry, for military, agricultural, or river-management purposes, and the result of such an act. |
Iribarren number | Iribarrengetal | dimensionless parameter to descibe wave-structure interaction, the ratio between structur slope and wave steepness |
Kinematic viscosity | kinematische viscositeit | |
Leakage factor | lekfactor | |
Leakage length | leklengte | |
Levee | dijk | A dike or embankment to protect land from inundation (typical US term,usually along a river, but in New Orleans area also seadikes). |
Limit state function | betrouwbaarheidsfunctie | |
liquefaction | zettingsvloeiing | saturated sand behaving like a fluid |
Macro instability | macroinstabiliteit | |
Micro instability | microinstabiliteit | |
Multi-layered safety | meerlaagsveiligheid | |
Oblique | schuin | |
Overflow | overloop | |
Overload | overbelasting | |
Overtopping | Overslag | Passing of water over the top of a structure as a result of wave runup or surge action. |
Overwash | Overslag | That portion of the uprush that carries over the crest of a berm or of a structure. |
peat | veen | |
Permeability | Doorlatendheid | |
permeable | doorlatend | construction where water may flow through; usually with small openings to prevent passing of sand |
Phreatic level | freatisch niveau | |
Phreatic level | stijghoogte | |
piping | piping (pijpvorming) | formation of a "pipe" by erosion under a hard surface by ground water flow |
pitch | zetten (plaveien) | Placing blocks in a regular pattern in a revetment |
Pore water pressure | waterspanning | |
Potential | potentiaal | |
Probability density function | dichtheidsfunctie | |
Probability distribution | kansverdeling | |
Probability distribution function | verdelingsfunctie | |
Probability of exceedance | overschrijdingskans | |
Reliability | betrouwbaarheid | |
Relief well | verlichtingswel | |
Residual risk | restrisico | |
Residual strength | reststerkte | |
Retain | keren | |
Retention basin | retentiebekken | a basin used to manage stormwater runoff to prevent flooding and downstream erosion, and improve water quality in an adjacent river, stream, lake or bay. |
Return period | herhalingstijd | |
revetment | steenzetting, bekleding | A facing of stone, concrete, etc., built to protect a scarp, embankment, or shore structure against erosion by wave action or currents. |
riprap | breuksteen, stortsteen | A protective layer or facing of quarrystone, usually well graded within wide size limit, randomly placed to prevent erosion, scour, or sloughing of an embankment of bluff; also the stone so used. The quarrystone is placed in a layer that is at least twice the thickness of the 50 percent size or 1.25 times the thickness of the largest size stone in the gradation. |
Risk curve | groepsrisico-curve | |
Safety assessment | toetsing | |
Safety standard | veiligheidsnorm | |
saltmarsh | kwelder | An area periodically flooded by water, usually above normal high water |
Sand boil | wel | |
saturated | verzadigd | |
scour | ontgronding, uitschuring | Removal of underwater material by waves and currents, especially at the base or toe of a shore structure. |
Seepage | kwel | |
Seepage screen | kwelscherm | screen (usually a sheetpile) under the construction that makes the seepage length longer |
Seepage surface | lekvlak | |
Seepange length | kwellengte | distance thw water has to travel through the soil body to leave at the landward side of a protection structure |
settlement | zetten (van grond) | |
shear stress | schuifspanning | |
sheet pile | damwand | |
slide | afschuiving | sliding of a part of a ground body (usually with slope) because of exceedance of the internal shear strength |
slip circle | glijcirkel | |
slip surface | glijvlak | |
Societal risk | groepsrisico | |
Soil nailing | Grondvernageling | |
Stability | stabiliteit | |
Stochastic variable | stochast | a variable with a certain stochastic variation |
storm surge | stormvloed | A rise above normal water level on the open coast due to the action of wind stress on the water surface. Storm surge resulting from a hurricane also includes that rise in level due to atmospheric pressure reduction as well as that due to wind stress. See WIND SETUP. |
Stream line | stroomlijn | |
Subsoil | ondergrond | |
Suffusion | Uitlogingserosie | migration of soil particles through the soil matrix |
Surf Similarity parameter | Iribarrengetal | dimensionless parameter to descibe wave-structure interaction, the ratio between structur slope and wave steepness |
Toe | teen | |
Toe ditch | kwelsloot | A ditch at the inner side of a dike to catch the seepage water and discharge it |
Total stress | totaalspanning | |
Transmissivity | doorlatendheid | |
Uplift | Opwaartse druk | The upward water pressure on the base of a structure or pavement. |
Volumetric weight | volumegewicht | |
Water board | waterschap | |
Wave setup | golfopzet | Super-elevation of the water surface over normal surge elevation due to onshore mass transport of the water by wave action alone. |
well | wel | a place where groundwater is upwelling |
wind set up (storm surge) | windopzet (opwaaing) | local rise of the waterlevel due to the wind action) |