Hec 2 Water Surface Profiles Program

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Computer Program 723-X6-L202A

Author : Hydrologic Engineering Center (U.S.)
Publisher : Unknown
Page : 138 pages
File Size : 44,9 Mb
Release : 1971
Category : Hydrology
ISBN : UIUC:30112110771646

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Computer Program 723-X6-L202A by Hydrologic Engineering Center (U.S.) Pdf

HEC-2, Water Surface Profiles

Author : Anonim
Publisher : Unknown
Page : 256 pages
File Size : 42,7 Mb
Release : 1984
Category : HEC-2 (Computer program)
ISBN : UCR:31210025034826

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HEC-2, Water Surface Profiles by Anonim Pdf

HEC-2 Water Surface Profiles Program

Author : Vernon R. Bonner
Publisher : Unknown
Page : 14 pages
File Size : 41,7 Mb
Release : 1992
Category : HEC-2 (Computer program)
ISBN : UCR:31210025018977

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HEC-2 Water Surface Profiles Program by Vernon R. Bonner Pdf

HEC-2, Water Surface Profiles

Author : Hydrologic Engineering Center (U.S.)
Publisher : Unknown
Page : 158 pages
File Size : 44,6 Mb
Release : 1968
Category : HEC-2 (Computer program)
ISBN : UCR:31210024969410

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HEC-2, Water Surface Profiles by Hydrologic Engineering Center (U.S.) Pdf

HEC-2 Water Surface Profiles

Author : Hydrologic Engineering Center (U.S.)
Publisher : Unknown
Page : 204 pages
File Size : 49,7 Mb
Release : 1976
Category : Flood control
ISBN : UIUC:30112107134832

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HEC-2 Water Surface Profiles by Hydrologic Engineering Center (U.S.) Pdf

HEC-2 Water Surface Profiles

Author : Anonim
Publisher : Unknown
Page : 151 pages
File Size : 52,9 Mb
Release : 1973
Category : Flood control
ISBN : OCLC:8405917

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HEC-2 Water Surface Profiles by Anonim Pdf

HEC-2 Water Surface Profiles

Author : Hydrologic Engineering Center (U.S.)
Publisher : Unknown
Page : 128 pages
File Size : 45,7 Mb
Release : 1971
Category : Electronic
ISBN : OCLC:1098686062

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HEC-2 Water Surface Profiles by Hydrologic Engineering Center (U.S.) Pdf

HEC-2 Water Surface Profiles

Author : Anonim
Publisher : Unknown
Page : 438 pages
File Size : 41,7 Mb
Release : 1982
Category : HEC-2 (Computer program)
ISBN : ERDC:35925002710843

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HEC-2 Water Surface Profiles by Anonim Pdf

HEC-2, Water Surface Profiles

Author : Hydrologic Engineering Center (U.S.)
Publisher : Unknown
Page : 0 pages
File Size : 44,8 Mb
Release : 1976
Category : HEC-2 (Computer program)
ISBN : OCLC:3601779

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HEC-2, Water Surface Profiles by Hydrologic Engineering Center (U.S.) Pdf

HEC-2 Water Surface Profiles

Author : Hydrologic Engineering Center (U.S.)
Publisher : Unknown
Page : 318 pages
File Size : 42,8 Mb
Release : 1990
Category : HEC-2 (Computer program)
ISBN : ERDC:35925002885546

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HEC-2 Water Surface Profiles by Hydrologic Engineering Center (U.S.) Pdf

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.

HEC River Analysis System (HEC-RAS)

Author : Gary W. Brunner
Publisher : Unknown
Page : 16 pages
File Size : 47,5 Mb
Release : 1994
Category : HEC-RAS (Computer program)
ISBN : UCR:31210024723205

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HEC River Analysis System (HEC-RAS) by Gary W. Brunner Pdf

HEC-2 water surface profiles

Author : United States. Army. Corps of Engineers
Publisher : Unknown
Page : 0 pages
File Size : 52,6 Mb
Release : 1976
Category : Hydrologic models
ISBN : OCLC:1380878977

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HEC-2 water surface profiles by United States. Army. Corps of Engineers Pdf

Application of the HEC-2 Bridge Routines

Author : Vernon R. Bonner
Publisher : Unknown
Page : 94 pages
File Size : 48,9 Mb
Release : 1974
Category : Bridges
ISBN : CORNELL:31924004488189

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Application of the HEC-2 Bridge Routines by Vernon R. Bonner Pdf

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).