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Current methods of the HEC-1 Flood Hydrograph Package are presented. The HEC-1 model provides a wide range of hydrologic capabilities along with several unique analysis features. The current limitations of the model are reviewed. Presently, much work is being done to overcome several of these limitations. Near-term developments have concentrated on making the operational environment user friendly and improving several of the hydrologic analysis features. The direction of HEC's future watershed modeling efforts is described. These efforts focus on improving the user environment and advancing the hydrologic analysis capabilities to maintain state-of-the-art technology. Keywords: Hydrology; Forecasting; computerized simulation.
Why Arc hydro? / David Maidment / - Arc Hydro framwork / David Maidment, Scott Morehouse / - Hydro networks / Francisco Olivera, David Maidment / - Drainage systems / Francisco Olivera, Jordan Furnans / River channels / Nawajish Noma, James Nelson / Hydrography / Kim Davis, Jordan Furnans / - Time series / Damid Maidment, Venkatesh Merwade / - Hydrologic modeling / Steve Grise, David Arctur.
This technical paper presents a general overview of the Corps of Engineers' past involvements, present practices, and the future roles in dealing with alluvial fan flooding problems. The Corps' approach to alluvial fan flooding studies and the analytical methods they use to assess potential flood hazards are summarized. Selected case studies are presented. Six important issues that need to be considered as part of an effective alluvial fan management approach are presented. An extensive list of references is also included. (fr).
This paper summarizes the procedures used for computing the basinwide annual yields and single event sediment production for ephemeral channels located on an incised alluvial fan in Central California. Unique geomorphic characteristics of the basin and alluvial fan are discussed in light of data and analytical methods necessary to compute sediment delivery and yield at a proposed dam site.