HEC-HMS

Description:
The Hydrologic Modeling System (HEC-HMS) is designed to simulate the precipitation-runoff and flood processes ofwatershed systems. It is ideal for solving problems in geographic areas ranging from small urban or natural watersheds to large river basins. The program will generate hydrographs and datasets that can be used with other software for studies on such things as water availability, urban drainage, flood damage reduction, and flow forecasting.

HEC-HMS features a completely integrated work environmen including a database, data entry utilities, computation engine, and results reporting tools. The graphical user interface allows for seamless transitions between the different parts of the program.

Capabilities:
HEC-HMS has a broad range of applications for conducting hydrologic simulations. These include:
Physical Description of Watersheds: Using a basin model, the user can simulate a number of runoff processes. Elements available for this purpose include subbasin, reach, reservoir, diversion, sources, and sinks.
Hydrologic Simulations: HEC-HMS can model infiltration losses using a variety of methods (curve number, exponential, Green-Ampt, etc). The model will also simulate surface runoff from excess precipitation, baseflow contributions to subbasin outflow, and flow in open channels with a variety of hydrologic routing methods. The user can also control starting and ending dates and times, as well as time intervals and meteorological cycles (evapotranspiration, snowmelt, and precipitation).
Parameter Estimation: HEC-HMS can estimate most parameters for methods included in subbasin and reach elements, as well as any element upstream of the observed flow location. The program also boasts six functions to estimate the accuracy of the computed results compared to the observed discharge.
Analysis of Simulations: For simulations that have a meteorologic model that use the frequency storm method, the user as the option of telling the program to automatically adjust the storm area and generate peak flows accordingly.
Connection to GIS Programs: A compatible GIS program, HEC-GeoHMS, is available and can be used to create basin and meteorologic models that use elevation data and geometric algorithms to quickly and easily identify drainage boundaries of watersheds.

Limitations:
There are two main limitations that arise in HEC-HMS due to the way the software was designed and developed.
Simplified Model Formulation: The choice to simplify the model formulation was made so that the program would be able to run simulations very quickly while producing results that are both accurate and precise.
Simplified Flow Representation: By simplifying the flow representation, the efficiency of the model is maximized while also minimizing the size of the program and run-time of simulations.

Basic Inputs:
Watershed data (elevations, boundaries, soil characteristics)
Simulation time information (start and end dates and times, time intervals)
Mathematical model to use for mass or energy flux simulation
Meteorological data (precipitation, snowmelt, evapotranspiration, etc)

Basic Output:
Hydrographs
Comparisons of simulated results to observed data
Datasets for use with other software

How to Run the Model:
HEC-HMS is a generalized modeling system capable ofsimulating scenarios in a various types of watersheds.
Begin by constructing a watershed in a new file or importing data from an existing file. If you are creating a new watershed, do so by breaking down the hydrologic cycle into manageable pieces. Be sure to define the watershed's boundaries.
Any mass or energy flux can then be simulated using one of HEC-HMS' integrated mathematical models. While there are a number of models available, select the one that is most suitable to the purpose of your hydrologic study and the particular conditions and characteristics of your simulation.
Run the simulation and view the hydrograph(s) produced. Compare these results with observed data.

Developer: HEC-HMS was developed by the U.S. Army Corps of Engineers' Hydrologic Engineering Center

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© 2006 Columbia University Department of Earth and Environmental Engineering.