TECHNICAL PAPERS
Feb 1, 1983

Parallel Canal Design for Waterfront Development

Publication: Journal of Environmental Engineering
Volume 109, Issue 1

Abstract

Some residential canal networks may be designed to eliminate zones of poor circulation and to improve flushing by utilizing the parallel canal concept. Applicable in rivers and in bounded tidal waterbodies, the canal system must have two connections to the main flow and these must be separated by a sufficient distance to ensure unidirectional flow through the entire network. The Dynamic Estuary Model, with minor modifications, simulates water surface elevations and flow in a canal network and can assist the designer in predicting whether unidirectional flow will occur. Simulations of flow in the Intracoastal Waterway at a proposed canal site in Martin County, Florida, established boundary conditions that matched current measurements in the waterway. These boundary conditions were then applied to a numerical model of the waterway connected to the proposed canal network. Unidirectional flow was predicted by the hydrodynamic model, and the computed flows were used to estimate the advective transport of pollutants from the proposed canal system. The model could be used for further refinements of entrance channel and canal geometry, if necessary.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Feigner, K. E., and Harris, H. S., “Documentation Report—FWQA Dynamic Estuary Model,” Federal Water Quality Administration, 1970.
2.
King, H. W., and Brater, E. F., Handbook of Hydraulics, McGraw‐Hill Book Co., New York, N.Y., 1963.
3.
Morris, F. W. IV, Walton, R., and Christensen, B. A., “Hydrodynamic Factors Involved in Finger Canal and Borrow Lake Flushing in Florida's Coastal Zone,” Report HY‐7801, Final Report to Florida Sea Grant, Hydraulic Lab., Dept. of Civil Engineering, Univ. of Florida, Gainesville, Fia., 1978.
4.
Snyder, R. M., “57 Acres. Project Development Report,” Snyder Oceanography Services, Jupiter, Fia., 1966, pp. 30–33.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 109Issue 1February 1983
Pages: 206 - 218

History

Published online: Feb 1, 1983
Published in print: Feb 1983

Permissions

Request permissions for this article.

Authors

Affiliations

Frederick W. Morris, IV, M. ASCE
Water Resources Engr., South Florida Water Management Dist., West Palm Beach, Fla.
Richard S. Tomasello, A. M. ASCE
Water Resources Engr., South Florida Water Management Dist., West Palm Beach, Fla.
Damodar S. Airan, A. M. ASCE
President, AB2MT Consultants, Inc., Coral Gables, Fla.
Nathan Putchat, M. ASCE
President, Nathan Putchat Assoc., Hobe Sound, Fla.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share