The Sea Level Analysis Tool (SLAT) is a user-friendly web application that enables users to visualize observed sea level data, compare observations to projected sea level change, and estimate when tidal and extreme water levels will intersect with elevation thresholds related to local infrastructure (e.g., roads, power generating facilities, dunes). SLAT facilitates the application of United States Army Corps of Engineers (USACE) Engineer Regulation (ER) 1100-2-8162 and Engineering Pamphlet (EP) 1100-2-1, which provide guidance for incorporating sea level change into USACE projects.
This document provides more detailed technical information on the key components of the tool. The document begins by covering information for each of the input tabs and then for tool output.
If you are looking for general guidance on using the tool, consider using the help pop-ups designated by the “?” symbol within the tool itself.
The Project Location tab allows users to select NOAA tide gauges as well as gridded points (or “gridpoints”) from the NOAA et al. (2022) and NOAA et al. (2017) projections. Specifically, the tab includes:
Several of the gauges have quality flags that represent data irregularities that may be worth considering before pursuing analysis. The definitions for these flags are offered below:
The Datum and Units tab allows users to align sea level data, projections, and critical elevations to tidal and geodetic datums and select measurement units. The following datums are offered (if available):
More information on these and other datums is available at the NOAA Tidal Datums page. Datums are not offered for gridpoints.
As described below, the datum alignment process depends on the data or projection.
Table 1. Baseline years for NOAA interagency and local projections
Source | Baseline year |
---|---|
NOAA et al. 2022 | 2005 |
NOAA et al. 2017 | 2000 |
New York Part 490 | 2000-2004 |
NPCC 2015/2019 | 2000-2004 |
New Jersey 2020 | 2000 |
Maryland 2018/2014 | 2000 |
NRC 2012 | 2000 |
These projections are adjusted to the MSL datum by adding the estimated amount of sea level rise that occurred between (1) the center of the datum epoch and (2) the baseline year of the projections (or the center of the baseline range). As described in Appendix A of the Application Guide for the 2022 Sea Level Rise Technical Report, multiple models can be used to estimate this number, including (1) a local, non-linear trend, (2) a regional, non-linear trend, and (3) a local, linear trend. SLAT uses:
Both the local and regional non-linear trends are accessed through the NASA Interagency Sea Level Rise Scenario Tool. Note that this adjustment is not necessary for gridpoints (which are not aligned to datums) or the 22 gauges without NOAA interagency or local projections.
The Datum and Units tab also allows the user to select the units for the analysis (i.e., meters or feet). User-entered critical elevations are automatically adjusted following a change in units. Note that sea level change trends are always presented in mm/year (regardless of the selected units) for consistency with NOAA’s practice.
The Coastal Water Levels tab allows users to (1) select the tidal, extreme, and custom water levels that are relevant to their project and (2) construct moving averages for the selected water levels.
The following tidal water levels are offered to users, where available:
Additionally, the following extreme water levels (EWLs) are offered:
Both the tidal and extreme water levels are provided by NOAA and correspond with the user-selected gauge.
Users can also add custom water levels. Similar to EWLs, custom water levels are defined with respect to the selected datum at the local tide gauge.
For gridpoints, MSL is the only supported water level.
Users can select monthly realizations and 5- and 19-year moving averages of the tidal water levels and monthly minima and maxima. Moving averages are centered (e.g., so that 1992 represents the average of all values from 1983 through 2001). Monthly realizations and moving averages are not available for the remaining EWLS, which are derived rather than directly measured.
The Scenario Projections tab allows users to estimate trends and select sea level change projections.
Trends are estimated using a linear regression in which the seasonal cycle is removed. At a high level, the trend b is estimated as:
yi = bti + mi +εi (1)
where yi is the water level at time i, ti is the fractional year at time i, mi is the month at time i (as a factor variable), and εi is the residual at time i. By default, SLAT uses an autoregressive integrated moving average (ARIMA) model of order 1. This model, which is also used by NOAA-NOS, is described in more detail in Zervas (2009, pp. 15-18). SLAT also allows users to estimate trends with a simple linear regression model. The simple linear model produces an unbiased estimate of the trend, but may underestimate the standard error given autocorrelation between consecutive monthly values.
SLAT includes three types of projections:
Each source (such as USACE 2019) has multiple scenarios (e.g., Low, Intermediate, and High). In some cases, the scenarios also include intervals that represent the uncertainty within each scenario (e.g., 17th, 50th, and 83rd percentiles).
All the sources in SLAT are designed principally to project Mean Sea Level (MSL). However, for many engineering applications, alternative water levels (e.g., MHHW, MLLW, or EWLs) are more relevant for decision-making. SLAT allows users to extend the MSL projections to other water levels using linear superposition. This method applies the current distance between MSL and the target water level to projected values, such that rough projections can be created for the target water level. Notably, this method assumes that the offsetting distance is constant over time. This assumption may not hold, for example, if the location is experiencing tidal amplification. Accordingly, users may want to assess the stability of these relationships when projecting non-MSL water levels or, at a minimum, keep this assumption in mind and take non-MSL projections with a grain of salt.
The projection sources are described in more detail below.
SLAT offers equation-based projections from the following sources:
Note that these projections are available for all the gauges in SLAT, but not for the gridpoints.
Equation-based projections are constructed using the following formula:
y = α (t2 – t1) + β (t22 – t12) (2)
β is the only term that differentiates the projections from one another. The following β values are used in the tool:
Table 2. Acceleration constants for equation-based scenarios
Global sea level rise (1992 to 2100, m) | β value (mm/year2) | USACE 2019 scenarios | NOAA et al. 2012 scenarios | CARSWG 2016 scenarios |
---|---|---|---|---|
0.2 | 0 | Low | Lowest | Lowest |
0.5 | 0.0271 | Intermediate | Intermediate-Low | Low |
1.0 | 0.0700 | Medium | ||
1.2 | 0.0871 | Intermediate-High | ||
1.5 | 0.113 | High | High | |
2.0 | 0.156 | Highest | Highest |
The equation-based projections can be customized by selecting the linear sea level change rate used as α across all equation-based projections. Multiple options are offered because each choice presents tradeoffs:
The bias-variance tradeoff arises in choosing the start point to use in estimating the current sea level change rate. Using a longer record increases estimation precision (by virtue of leveraging additional data) but also increases bias (as older data is less relevant to current conditions). Conversely, using a shorter record reduces bias but also reduces precision.
The consistency-recency tradeoff arises in choosing the end point to use in estimating the current sea level change rate. Using the most recent end point leverages the maximum amount of recent data but may introduce minor inconsistencies with previous analysis, given that new observations are recorded each month. Conversely, using a fixed rate (such as the rates previously published by NOAA in a report or on Tides & Currents) can promote consistency but ignores the most recent data.
By default, SLAT suggests the NOAA-NOS trend estimate published on Tides & Currents. This rate is discussed in section B-2 of EP 1100-2-1 (pp. 89-95). The NOAA-NOS estimate includes the entire tidal record (starting at the first available observation) through the previous calendar year, hence prioritizing reduced variance and increased consistency.
An alternative to the NOAA-NOS estimate is the 40-year record rate. This trend is estimated with all the monthly data within 40 years of the last available observation. This estimate attempts to minimize bias while aligning to guidance in EP 1100-2-1, which recommends a minimum record length of 40 years.
SLAT offers two sets of NOAA interagency projections that represent the NOAA et al.2017 and 2022 technical reports. The 2022 report also includes an Application Guide that supports interpretation and use of the report.
There are a few key differences between these projections:
The 2022 report was released as an update to the 2017 report, and the more recent version should generally be used going forward.
Both reports include two representations of uncertainty (see Figure 4 in the Application Guide):
Unlike the equation-based projection (which produce projected values at any time interval), the NOAA interagency projections are generally only available at a decadal time scale. Given that some use cases require values for each year, annual values are linearly interpolated.
SLAT includes several local projections that are available for discrete regions, as summarized in Table 3 below.
Table 3. Sources for local projections
Source | Locations |
---|---|
Maryland 2013 | All Maryland gauges |
Maryland 2018 | All Maryland gauges |
NPCC 2015 | All New York gauges |
NPCC 2019 | All New York gauges |
New York Part 490 | All New York gauges |
New Jersey 2019 | All New Jersey gauges |
NRC 2012 | Select West Coast gauges |
Similar to the NOAA interagency projections, some of these projections include likely ranges in addition to central tendencies for each scenario. However, local projections are generally available at a less frequent time scale. This increases the uncertainty for the annual values between projections, and accordingly, local projections are not interpolated.
The Critical Thresholds tab allows users to identify local elevations relevant to their project (e.g., the height of a sea wall or critical access road) and estimate when various water levels might intersect with those thresholds. Intersections can occur when water levels exceed the threshold or, in the case of gauges with negative relative sea level change, when water levels fall below the threshold.