Book contents
- Frontmatter
- Contents
- Preface
- 1 Introduction
- 2 Geomorphology
- 3 Sand Transport Pathways
- 4 Sand Transport and Sand Bypassing at Selected Inlets
- 5 Empirical Relationships
- 6 Tidal Inlet Hydrodynamics; Excluding Depth Variations with Tidal Stage
- 7 Tidal Inlet Hydrodynamics; Including Depth Variations with Tidal Stage
- 8 Cross-Sectional Stability of a Single Inlet System
- 9 Cross-Sectional Stability of a Double Inlet System, Assuming a Uniformly Varying Basin Water Level
- 10 Cross-Sectional Stability of a Double Inlet System, Assuming a Spatially Varying Basin Water Level
- 11 Morphodynamic Modeling of Tidal Inlets Using a Process-Based Simulation Model
- 12 Morphodynamic Modeling of Tidal Inlets Using an Empirical Model
- 13 River Flow and Entrance Stability
- 14 Engineering of Tidal Inlets
- References
- Index
14 - Engineering of Tidal Inlets
Published online by Cambridge University Press: 04 July 2017
- Frontmatter
- Contents
- Preface
- 1 Introduction
- 2 Geomorphology
- 3 Sand Transport Pathways
- 4 Sand Transport and Sand Bypassing at Selected Inlets
- 5 Empirical Relationships
- 6 Tidal Inlet Hydrodynamics; Excluding Depth Variations with Tidal Stage
- 7 Tidal Inlet Hydrodynamics; Including Depth Variations with Tidal Stage
- 8 Cross-Sectional Stability of a Single Inlet System
- 9 Cross-Sectional Stability of a Double Inlet System, Assuming a Uniformly Varying Basin Water Level
- 10 Cross-Sectional Stability of a Double Inlet System, Assuming a Spatially Varying Basin Water Level
- 11 Morphodynamic Modeling of Tidal Inlets Using a Process-Based Simulation Model
- 12 Morphodynamic Modeling of Tidal Inlets Using an Empirical Model
- 13 River Flow and Entrance Stability
- 14 Engineering of Tidal Inlets
- References
- Index
Summary
Introduction
Back-barrier lagoons are home to recreational marinas and fishing ports. With a few exceptions, most vessels using these facilities are relatively small, with lengths in the 5–30 m range and a maximum draft of 5 m. To access the lagoon, vessels need to navigate the ebb delta channel and the inlet. This requires that both channel and inlet are relatively stable, have sufficient depth and an alignment relative to the wave direction that allows safe access and passage. Not many natural inlets satisfy these requirements and measures are needed to remedy the shortcomings. A distinction is made between soft and hard measures. Soft measures include the opening of a new inlet, inlet relocation, dredging and artificial sand bypassing. Hard measures are jetty construction and weir-jetty systems. In addition to providing boating access, inlets play a role in maintaining the water quality of the back-barrier lagoon; they serve as conduits for the exchange of lagoon and ocean water.
Artificial Opening of a New Inlet
The objectives of the artificial opening of a new inlet are to provide passage for vessels to the back-barrier lagoon and/or to improve water quality. With regards to the passage of vessels, design requirements include sufficient channel depth, width, alignment and stability. Improving water quality requires sufficient exchange, implying a large enough tidal prism. Examples of inlets that were artificially opened, but with different objectives, are Bakers Haulover Inlet (FL), Faro-Olhão Inlet (Portugal) and Packery Channel (TX). Bakers Haulover Inlet (Fig. 14.1a) was opened in 1925 for the prime purpose of improving water quality in the northern part of Biscayne Bay (Dombrowsky and Mehta, 1993). Faro-Olhão Inlet (Fig. 14.1b) was opened in 1929 to improve navigational access to the city of Faro (Pacheco et al., 2011). Packery Channel (Fig. 14.1c) was opened in 2006 with the objectives to facilitate recreational fishing and boating and to improve the exchange between the Gulf of Mexico and Corpus Christi Bay (Williams et al., 2007).
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- Information
- Tidal InletsHydrodynamics and Morphodynamics, pp. 152 - 160Publisher: Cambridge University PressPrint publication year: 2017