OPERATONAL CHARACTERISTICS OF A NUMERICAL SOLUTION FOR THE SIMULATION OF OPEN CHANNEL FLOW.

Eric F. Wood; Brendan M. Harley; Frank E. Perkins

OPERATONAL CHARACTERISTICS OF A NUMERICAL SOLUTION FOR THE SIMULATION OF OPEN CHANNEL FLOW.

Eric F. Wood, Brendan M. Harley, Frank E. Perkins

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Abstract

A review and recalculation of the convergence properties for a simplified form of the St. Venant Equations. A solution procedure which completely linearizes the implicit coefficient matrix about some reference depth and discharge. The validity of this approach is discussed. A problem-oriented-language input developed is suitable for river-basin simulation and implemented on a time sharing system. The verification of the unit influence function method of solution for any generalized network of channels is studied. Results are applied to field data based on complex multi-looped channel networks. 9 rfs.

Original language	English (US)
Journal	Mass Inst Technol, Dep Civ Eng, Ralph M. Parsons Lab Water Res Hydrody
State	Published - 1972

All Science Journal Classification (ASJC) codes

General Engineering

Cite this

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title = "OPERATONAL CHARACTERISTICS OF A NUMERICAL SOLUTION FOR THE SIMULATION OF OPEN CHANNEL FLOW.",

abstract = "A review and recalculation of the convergence properties for a simplified form of the St. Venant Equations. A solution procedure which completely linearizes the implicit coefficient matrix about some reference depth and discharge. The validity of this approach is discussed. A problem-oriented-language input developed is suitable for river-basin simulation and implemented on a time sharing system. The verification of the unit influence function method of solution for any generalized network of channels is studied. Results are applied to field data based on complex multi-looped channel networks. 9 rfs.",

author = "Wood, {Eric F.} and Harley, {Brendan M.} and Perkins, {Frank E.}",

year = "1972",

language = "English (US)",

journal = "Mass Inst Technol, Dep Civ Eng, Ralph M. Parsons Lab Water Res Hydrody",

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AU - Wood, Eric F.

AU - Harley, Brendan M.

AU - Perkins, Frank E.

PY - 1972

Y1 - 1972

N2 - A review and recalculation of the convergence properties for a simplified form of the St. Venant Equations. A solution procedure which completely linearizes the implicit coefficient matrix about some reference depth and discharge. The validity of this approach is discussed. A problem-oriented-language input developed is suitable for river-basin simulation and implemented on a time sharing system. The verification of the unit influence function method of solution for any generalized network of channels is studied. Results are applied to field data based on complex multi-looped channel networks. 9 rfs.

AB - A review and recalculation of the convergence properties for a simplified form of the St. Venant Equations. A solution procedure which completely linearizes the implicit coefficient matrix about some reference depth and discharge. The validity of this approach is discussed. A problem-oriented-language input developed is suitable for river-basin simulation and implemented on a time sharing system. The verification of the unit influence function method of solution for any generalized network of channels is studied. Results are applied to field data based on complex multi-looped channel networks. 9 rfs.

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JO - Mass Inst Technol, Dep Civ Eng, Ralph M. Parsons Lab Water Res Hydrody

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ER -

OPERATONAL CHARACTERISTICS OF A NUMERICAL SOLUTION FOR THE SIMULATION OF OPEN CHANNEL FLOW.

Abstract

All Science Journal Classification (ASJC) codes

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