Abstract: Conventional water distribution models are formulated under the assumption that water consumptions or demands defined at nodes are known values, allowing nodal hydraulic heads and pipe flows to be determined by solving a ...

Abstract: In the Project for Intercomparison of Land-Surface Parameterization Schemes phase 2a experiment, meteorological data for the year 1987 from Cabauw, the Netherlands, were used as inputs to 23 land-surface flux schemes ...