On the 1D Unsteady Porous Flow Equation: MAST G6-S: Project 1, Wave Action on and in Coastal Structures

H. F. Burcharth; O.H. Andersen

On the 1D Unsteady Porous Flow Equation: MAST G6-S: Project 1, Wave Action on and in Coastal Structures

Ocean and Coastal Engineering Research Group

Research output: Book/Report › Report › Research › peer-review

Abstract

The lD unsteady porous flow equation is often given as
I = av + blvlv + c ~ ( 1)

where I is the hydraulic gradient and V is a characteristic velocity. The two first terms compare to the steady flow Forchlieimer equation.

Original language	English

Place of Publication	Aalborg
Publisher	Aalborg Universitetsforlag
Number of pages	11
Publication status	Published - 1992

Keywords

Large Porosity
Small Porosity
Dimension Analysis
Reynolds Equations

AUB Link

Search for the material in Aalborg University Library's search engine

Cite this

@book{fc978880a86a11da8341000ea68e967b,

title = "On the 1D Unsteady Porous Flow Equation: MAST G6-S: Project 1, Wave Action on and in Coastal Structures",

abstract = "The lD unsteady porous flow equation is often given asI = av + blvlv + c ~ ( 1)where I is the hydraulic gradient and V is a characteristic velocity. The two first terms compare to the steady flow Forchlieimer equation.",

keywords = "Large Porosity, Small Porosity, Dimension Analysis, Reynolds Equations, Large Porosity, Small Porosity, Dimension Analysis, Reynolds Equations",

author = "Burcharth, {H. F.} and O.H. Andersen",

year = "1992",

language = "English",

publisher = "Aalborg Universitetsforlag",

}

TY - RPRT

T1 - On the 1D Unsteady Porous Flow Equation

T2 - MAST G6-S: Project 1, Wave Action on and in Coastal Structures

AU - Burcharth, H. F.

AU - Andersen, O.H.

PY - 1992

Y1 - 1992

N2 - The lD unsteady porous flow equation is often given asI = av + blvlv + c ~ ( 1)where I is the hydraulic gradient and V is a characteristic velocity. The two first terms compare to the steady flow Forchlieimer equation.

AB - The lD unsteady porous flow equation is often given asI = av + blvlv + c ~ ( 1)where I is the hydraulic gradient and V is a characteristic velocity. The two first terms compare to the steady flow Forchlieimer equation.

KW - Large Porosity

KW - Small Porosity

KW - Dimension Analysis

KW - Reynolds Equations

KW - Large Porosity

KW - Small Porosity

KW - Dimension Analysis

KW - Reynolds Equations

M3 - Report

BT - On the 1D Unsteady Porous Flow Equation

PB - Aalborg Universitetsforlag

CY - Aalborg

ER -

On the 1D Unsteady Porous Flow Equation: MAST G6-S: Project 1, Wave Action on and in Coastal Structures

Abstract

Keywords

AUB Link

Fingerprint

Cite this