text/microsoft-resx 2.0 System.Resources.ResXResourceReader, System.Windows.Forms, Version=4.0.0.0, Culture=neutral, PublicKeyToken=b77a5c561934e089 System.Resources.ResXResourceWriter, System.Windows.Forms, Version=4.0.0.0, Culture=neutral, PublicKeyToken=b77a5c561934e089 River level ({0}) is below surface level at river side ({1}). Requested kernel not implemented yet Validation failed for location '{0}', subsoil scenario '{1}', design scenario '{2}' No input object defined for Bligh No output object defined for Bligh Location '{0}', subsoil scenario '{1}', design scenario '{2}': The preparation for this calculation failed. No toe of dike has been defined in the surfaceline for location '{0}'. Specified z-level {0} in AquitardEvaluator is outside soilprofile '{1}' (should be between {2} and {3}). Adapting the slope of the dike failed. Probably the slope is too steep or too shallow. The ditch as part of the surface line is incorrect. This makes a redesign of the surface line impossible. No valid dike. Dike top polder or river has a height of 0. The new slope of the ditch does not intersect with the surface line (new bottom of ditch probably to high). This makes a redesign of the surface line impossible. There is no valid dike defined. Missing characteristic points dike toe at polder, dike top at river, dike top at polder and/or dike toe at river. The surface line is null or empty. No valid point data in the surface line. It should have at least 4 points to be valid. The shoulder defined on the dike is not valid. The height is zero. There is no surface level inside defined on the dike. After height adaption ditch does not fit inside surfaceline anymore. After height adaption ditch does not fit inside surfaceline anymore. The height of the dike top is equal to or lower than the dike toe so redesign is NOT possible. New shoulder height is smaller than current shoulder height. The new shoulder height is too large to fit in the current surface line. The new shoulder height with topslope exceeds the allowed maximum height. New shoulder height should be larger than 0. The new shoulder does not intersect the surface. This can be caused by a very strange surfaceline or the new shoulder length is too large. New shoulder length is smaller than current shoulder length. The new shoulder length is too large to fit in the current surface line. No Dam input object defined for Bligh The design was not successful. Factor achieved = {0:0.000}, Factor required = {1:0.000}. Not all required data is available Maximum design iterations ({0} exceeded. A kernel calculation failed. Location '{0}', subsoil scenario '{1}', design scenario '{2}': The calculation failed with error message '{3}' No input object defined for WTI Sellmeijer Revised No output object defined for WTI Sellmeijer Revised Location '{0}', subsoil scenario '{1}', timestep '{2}', timestamp '{3}': The calculation failed with error message '{4}'. Location '{0}', subsoil scenario '{1}', timestep '{2}', timestamp '{3}': The preparation for this calculation failed. Location '{0}', subsoil scenario '{1}', timestep '{2}', timestamp '{3}': The validation for this calculation failed. Value for location {0} and time step {1} already exists. Check the time series data. No input object defined for Macro Stability No output object defined for Macro Stability No Dam input object defined for Macro Stability No calculator object defined for Macro Stability Prepare of calculator for Macro Stability did not succeed No soil profiles available for location '{0}' No soil profile defined No pl-lines object defined No calculation is performed for this scenario because the geometry does not comply with the demands posed on the creation of the waternet: No surface line defined. At least two surface line points are required. At least one of the following required characteristic points is missing: Dike top at river, Dike top at polder, Dike toe at polder. Not enough soil geometry information (SoilProfile1D, SoilProfile2D or DikeEmbankmentMaterial) available to create the PL-lines. The deepest layer is not a (continuous) aquifer in soil profile '{0}'. At least one discontinuous aquifer is present. The soil profile contains no aquifer layer. The soil profile contains no aquitard layer. An unexpected error occurs during the determination of the intersection point between the ditch and PL 1. An unexpected error occured during the determination of the top and bottom boundaries of the in-between aquifer layer. No segments with failure mechanism {0} present Location {0} Profile {1} Scenario {2} is not relevant (different calculator or no uplift at using piping or stability UpliftVan).