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
Copyright
Copyright © 1983 ASCE.
History
Published online: Feb 1, 1983
Published in print: Feb 1983
Authors
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.