Floodway Determination Using Computer Program HEC-2


Book Description

This document illustrates how computer program HEC-2 can be used to develop a designated floodway as required for Type 15 flood insurance studies. It was assumed that the reader has a knowledge of the basic input requirements. The computer procedure for delineating a floodway includes: (1) the development of water surface profiles under natural conditions (i.e., prior to encroachment) and (2) the delineation of a designated floodway that meets certain requirements. The procedure in the HEC-2 encroachment routines allows a program user to make the preliminary estimate of a designated floodway in one operation of the program. Additional computer runs may be made to improve the acceptability of the floodway. The computerized procedure was discussed and illustrated in an example problem. Appendixes contain a hand calculation example to illustrate the procedure, and first and second trials of a simple problem using the HEC-2 program. The Users Manual, available from The Hydrologic Engineering Center, provides the input specifications. (Author).










HEC-2 Water Surface Profiles


Book Description

This manual documents Version 4.6 of HEC-2, released February 1991. Appendices provide sample applications, floodway options, bridge and culvert analysis. Input, output, and special notes are also presented in the Appendices.




Application of the HEC-2 Bridge Routines


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This document assists the HEC-2 program user in preparing input for the bridge routines. An understanding of the basic program input requirements was assumed. The program computes the energy loss caused by structures such as bridges and culverts in two parts. One part consists of the losses that occur in reaches immediately upstream and downstream from the bridge where contraction and expansion of the flow is taking place. The second part consists of losses at the structure itself. As an alternative to having the program compute the losses, it is possible to input a loss (or water surface elevation) determined externally from the program. Appendixes contain examples of three different types of computer runs. The HEC-2 Users Manual, available from The Hydrologic Engineering Center provides the input specifications for the program. User Manual editions since August 1979 include this training document as an appendix. (Author).




Flood Insurance Study


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Flood Insurance Study


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Reservoir System Analysis


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Flood Insurance Study


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