1970Journal of the Waterways Harbors and Coastal Engineering DivisionRequires access

Modelling Tidal Flow from Harbors

Frederick E. Camfield

Open publisher page 0 citations

Abstract

Problems concerned with the tidal flow of water into and out of harbors are difficult to solve mathematically. For the case of flow in a channel the Froude number may be considered to be the most important parameter, and it is therefore necessary to determine an expression for the velocity of flow in the channel connecting the harbor to the sea. For the case considered herein, it is assumed that there is a large harbor connected to the sea by a wide channel of uniform cross section and length L.

About this research paper

What this paper is about

Problems concerned with the tidal flow of water into and out of harbors are difficult to solve mathematically. For the case of flow in a channel the Froude number may be considered to be the most important parameter, and it is therefore necessary to determine an expression for the velocity of flow in the channel connecting the harbor to the sea. For the case considered herein, it is assumed that there is a large harbor connected to the sea by a wide channel of uniform cross section and length L.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Problems concerned with the tidal flow of water into and out of harbors are difficult to solve mathematically. For the case of flow in a channel the Froude number may be considered to be the most important parameter, and it is therefore necessary to determine an expression for the velocity of flow in the channel connecting the harbor to the sea. For the case considered herein, it is assumed that there is a large harbor connected to the sea by a wide channel of uniform cross section and length L.

Key concepts: Froude number, Channel (broadcasting), Flow (mathematics), Open-channel flow, Section (typography), Water channel, Potential flow, Tidal current

Related papers

Back to paper searchBrowse research topicsOriginal source
Modelling Tidal Flow from Harbors — Research Paper | ScholarLens