Abstract

USACE coastal missions, operations, programs, and projects must be resilient to the full range of forseeable water levels, including extreme water levels, as well as the changing conditions that those water levels can induce at a project location. Water level range, magnitude of extremes, and frequency will all contribute to the stability, operation, and performance of a given project. Understanding which component of total water level or combination of components controls performance (and at what time scale) is critical to the design and evaluation of a project. Being aware of the different cross shore zones of total water level calculation and impacts informs exposure and impact assessments. Estimating future conditions over the project life recognizes that there will be both stationary and nonstationary contributions to the total water level (TWL) over time, necessitating the consideration of scenarios in project alternative development. An adaptive management approach provides a process for dealing with future uncertainties and involves developing plans that envisage a range of futures, incorporates ongoing monitoring, and permits transitions from one approach to another. Identifying thresholds beyond which stability or performance are adversely impacted is an important way to understand current and future vulnerability with respect to water levels, especially within the flood risk mission area. The USACE total water level Engineering Technical Letter (ETL) in development will guide how to evaluate total water levels for USACE coastal missions.

Highlights

  • A wide range of infrastructure and population at risk exists around the coastline of the US

  • US Army Corps of Engineer (USACE) missions, operations, programs, and projects in the coastal zone must be resilient to the full range of water levels, including extreme water levels, as well as the changing conditions that those water levels can induce at a project location

  • Projecting future conditions over the project life recognizes that there will be both stationary and nonstationary contributions to the total water level (TWL) over time necessitating the consideration of scenarios in project alternative development

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Summary

Introduction

A wide range of infrastructure and population at risk exists around the coastline of the US. US Army Corps of Engineer (USACE) missions, operations, programs, and projects in the coastal zone must be resilient to the full range of water levels, including extreme water levels, as well as the changing conditions that those water levels can induce at a project location. These mission areas relate to levees and coastal protection infrastructure, ports and harbour developments and navigation. Understanding which component of TWL or combination of components controls performance (and at what time scale) is critical to the design and evaluation of the project Flood risk impacts both stability and performance of USACE projects. This guidance forms part of a series of guidance documents produced by the USACE that has helped to shape best practice with respect to changing sea levels in the US since 1986

Principles
Existing flood hazard mapping for US
Components of total water levels
Project specific analysis and assessment of total water levels
Projecting future conditions
Conclusions
Findings
10 References
Full Text
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