HEC-RAS User's Manual Hydraulic Design (HD) Calculators Sediment Rating Curve Analysis Tool Current: Development Plan PDF Download PDF Download page Development Plan. Current page All pages Development Plan Known issuesIssue Jira Annual Load Does Not Update RAS-2533 - Problem authenticating. Please check your username and password and try again. Saving Issues RAS-2259 - Problem authenticating. Please check your username and password and try again. Plot Biased Rating Curves by Default RAS-2548 - Problem authenticating. Please check your username and password and try again. Cluster colors override stationarity RAS-2595 - Problem authenticating. Please check your username and password and try again. Pressing Delete and CtrlV crashes Check animations (for performance impact)DonePrecompute LOESS and LMSE on SI ConvertMenu issuesImprovementsImprovementJiraReport PW coefficients RAS-2549 - Problem authenticating. Please check your username and password and try again. Convert btwn US Cust and SI RAS-2619 - Problem authenticating. Please check your username and password and try again. Plot Gradation Bins RAS-1372 - Problem authenticating. Please check your username and password and try again. Make PW sensitive to StationarityApply PW to Temporally Stratified FlowsConvert SI RAS-2546 - Problem authenticating. Please check your username and password and try again. Import SIFilter Low Flows RAS-1170 - Problem authenticating. Please check your username and password and try again. Report SSE for All methodsAverage All Gradations RAS-2245 - Problem authenticating. Please check your username and password and try again. Plot AEP and RI FlowsFilter Data (Low Data and Outliers)FeaturesNew FeaturesJiraImport Sampling Meta Data RAS-1590 - Problem authenticating. Please check your username and password and try again. Serial Correlation Algorithm RAS-1171 - Problem authenticating. Please check your username and password and try again. Other WQ Parameters RAS-1200 - Problem authenticating. Please check your username and password and try again. Compute Effective FlowQuantitative Non-StationarityStratify by Rising limb and falling limb ×