Calculation of Critical Depth and Subdivision Froude Number in HEC2

Calculation of Critical Depth and Subdivision Froude Number in HEC2 PDF Author: David H. Schoellhamer
Publisher:
ISBN:
Category :
Languages : en
Pages : 372

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Calculation of Critical Depth and Subdivision Froude Number in HEC2

Calculation of Critical Depth and Subdivision Froude Number in HEC2 PDF Author: David H. Schoellhamer
Publisher:
ISBN:
Category :
Languages : en
Pages : 372

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Subdivision Froude Number

Subdivision Froude Number PDF Author: David H. Schoellhamer
Publisher:
ISBN:
Category : Fluid dynamics
Languages : en
Pages : 18

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Computer-assisted Floodplain Hydrology and Hydraulics

Computer-assisted Floodplain Hydrology and Hydraulics PDF Author: Daniel H. Hoggan
Publisher: McGraw-Hill Professional Publishing
ISBN:
Category : Science
Languages : en
Pages : 710

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Book Description
A review of modelling techniques for floodplain hydrology and hydraulics. This updated edition includes HEC-RAS the next generation (in Windows environment) successor to HEC-2. It also covers current modelling software and contains examples for short course and classroom use.

Commencement Ceremony

Commencement Ceremony PDF Author: University of California, Davis. Graduate Division
Publisher:
ISBN:
Category : Commencement ceremonies
Languages : en
Pages : 88

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HEC-2 Water Surface Profiles

HEC-2 Water Surface Profiles PDF Author: Hydrologic Engineering Center (U.S.)
Publisher:
ISBN:
Category : HEC-2 (Computer program)
Languages : en
Pages : 318

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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.

WinXSPRO

WinXSPRO PDF Author: Thomas B. Hardy
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 110

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Book Description
WinXSPRO is an interactive Windows software package designed to analyze stream channel cross section data for geometric, hydraulic, and sediment transport parameters. WinXSPRO was specifically developed for use in high-gradient streams (gradient > 0.01) and supports four alternative resistance equations for computing boundary roughness and resistance to flow. Cross section input data may be from standard cross section surveys using a rod and level or sag-tape procedures. WinXSPRO allows the user to subdivide the channel cross section into multiple sub-sections and has the ability to vary watersurface slopes with discharge to reflect natural conditions. Analysis options include developing stage-discharge relationships, evaluating changes in channel cross-sectional area, and computing sediment transport rates. Resource specialists can use the estimated stream-channel geometry cross section hydraulic characteristics and sediment transport output to assist with channel design and monitoring, instream flow analysis, the restoration of riparian areas, and the placement of instream structures.

Open Channel Hydraulics

Open Channel Hydraulics PDF Author: Terry W. Sturm
Publisher: McGraw-Hill Science, Engineering & Mathematics
ISBN:
Category : Science
Languages : en
Pages : 520

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Book Description
* A comprehensive overview of stormwater and wastewater collection methods from around the world, written b leading experts in the field * Includes detailed analysis of system designs, operation, maintenance and rehabilitation * Includes recent research advances and personal computer applications

Open-channel Hydraulics

Open-channel Hydraulics PDF Author: Ven Te Chow
Publisher:
ISBN: 9781932846188
Category : Science
Languages : en
Pages : 680

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Book Description
Open-Channel Hydraulics, originally published in 1959, deals with the design for flow in open channels and their related structures. Covering both theory and practice, it attempts to bridge the gap that generally exists between the two. Theory is introduced first and is then applied to design problems. In many cases the application of theory is illustrated with practical examples. Theory is frequently simplified by adopting theoretically less rigorous treatments with sound concepts, by avoiding use of advanced mathematical manipulations, or by replacing such manipulations with practical numerical procedures. To facilitate understanding of the subject matter, the treatment is mostly based on the condition of one- or two-dimensional flow. The book deals mainly with American practice but also includes related information from many countries throughout the world. Material is divided into five main sections for an orderly and logical treatment of the subject: Basic Principles. Uniform Flow, Varied Flow, Rapidly Varied Flow, and Unsteady Flow. There are 67 illustrative examples, 282 illustrations, 319 problems, and 810 references. This classic textbook was the first English-language book on the subject in two decades. Open-Channel Hydraulics is a valuable text for students of engineering mechanics. hydraulics. civil. agricultural. sanitary. and mechanical engineering, and a helpful compendium for practicing engineers. Dr. Ven Te Chow was a Professor of Hydraulic Engineering and led the hydraulic engineering research and teaching programs at the University of Illinois. Through many years of experience as a teacher, engineer, researcher, writer. lecturer, and consultant, he became an internationally recognized leader in the fields of hydraulics, hydrology and hydraulic engineering. Dr. Ven Te Chow authored two technical books and more than 60 articles and papers in scientific an engineering magazines and journals. He was a member of lAHR, ASCE, AGU, AAAS, SEE, and Sigma Xi, and had been Chairman of the American Geophysical Union's Permanent Research Committee on Runoff.

Times are Changing

Times are Changing PDF Author: Association of State Floodplain Managers. Conference
Publisher:
ISBN:
Category : Flood control
Languages : en
Pages : 502

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Backwater Curves in River Channels

Backwater Curves in River Channels PDF Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Hydraulics
Languages : en
Pages : 66

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