1992
DOI: 10.1016/0266-9838(92)90006-p
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MIKE 21: a modelling system for estuaries, coastal waters and seas

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Cited by 212 publications
(103 citation statements)
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“…NEMS is then run with different weather realizations to estimate energy supply costs. (viii) Cyclone exposure is simulated via analytical wind field models (32) that force a storm surge model (33), with cyclogenesis and storm tracks generated via either (i) semiparametrically resampling historical activity (34) Finally, economic impacts are aggregated and indexed against the GMST in their corresponding climate realization to construct multidimensional probabilistic damage functions suitable for application in integrated assessment modeling: (x) Direct impacts from (vi), (vii), and (ix) are aggregated across space or time within each sector. Monetizing the value of nonmarket impacts (deaths and crime) using willingness-to-pay or accounting estimates (37,38), impacts across all sectors are aggregated to compute total damages (SM sections I and J).…”
Section: System Architecturementioning
confidence: 99%
“…NEMS is then run with different weather realizations to estimate energy supply costs. (viii) Cyclone exposure is simulated via analytical wind field models (32) that force a storm surge model (33), with cyclogenesis and storm tracks generated via either (i) semiparametrically resampling historical activity (34) Finally, economic impacts are aggregated and indexed against the GMST in their corresponding climate realization to construct multidimensional probabilistic damage functions suitable for application in integrated assessment modeling: (x) Direct impacts from (vi), (vii), and (ix) are aggregated across space or time within each sector. Monetizing the value of nonmarket impacts (deaths and crime) using willingness-to-pay or accounting estimates (37,38), impacts across all sectors are aggregated to compute total damages (SM sections I and J).…”
Section: System Architecturementioning
confidence: 99%
“…Model description: Numerical, hydrodynamic modelling of Norsminde Fjord was undertaken using a 2-dimensional, hydrodynamic model -the MIKE 21 model system -comprised of a hydrodynamic (HD) submodel and an advectiondispersion (AD) submodel (Abbott et al 1981, Warren & Bach 1992, Danish Hydraulic Institute 1993. The HD submodel simulates the water level and the current velocity at each time step and in each grid point.…”
Section: Methodsmentioning
confidence: 99%
“…Comprehensive morphodynamic modeling systems like ECOMSed [Hydroqual, 2002], Mike21 [Warren and Bach, 1992], Delft3D [Lesser et al, 2004] and ROMS [Warner et al, 2008] generally include different flow options (from 1D to 3D), a wave propagation model and a sand transport model including bed-load and suspended load (for a review, see for example Papanicolaou et al [2008]). …”
Section: Review Of Morphodynamic Modelsmentioning
confidence: 99%