Hawaii Tide Gauge Network

Supporting Long-Term Monitoring and Understanding of Coastal Sea Levels

Objective Purpose
Installing new tide gauges Enhance monitoring and understanding of coastal sea levels
Holding vertical datum constant Facilitate long-term monitoring of sea levels relative to the coastline
Referencing water levels to island-specific datums Support adaptation planning to address sea level rise by determining how sea levels vary by location

Click a location for tide gauge observations (several weeks)

Tide gauge and Benchmark information

Survey Procedure Waianae Keehi Ala Wai Haleiwa Heeia Kea
Identify nearby NGS benchmark with NAD 83(PA11) ELLIP HT. If available for visual survey to TG, use that BM as TG Primary Benchmark. X X
If only NGS benchmark available for visual survey to TG does not have a NAD 83(PA11) ELLIP HT, GPS occupy UH Benchmark near TG and then apply that value to determine the NGS benchmark height. X X
If no NGS benchmark is available for visual survey to TG, GPS occupy UH Benchmark near TG and then use that value and height from nearest NGS benchmark to determine height of UH benchmark. The UH benchmark will become the TG Primary Benchmark in cases where there are no surveyable NGS benchmarks. X

Producing a Tide Gauge Network with Geodetic Leveling Control

Authors: Matthew Widlansky, Jonathan Avery, Derek Young, Jason Klem, Nikolai Turetsky, Jerard Jardin, Linta Rose, Xue Feng, Adam Devlin, Philip Thompson, Ayesha Genz, and Greg Dusek

Abstract

To enhance monitoring and understanding of coastal sea levels, as well as provide information for adapting to sea level rise, the University of Hawaii Sea Level Center is installing new tide gauges throughout the Hawaiian Islands. All of the tide gauge stations are designed according to quality-control standards developed by the UNESCO-IOC Global Sea Level Observing System (GLOSS), along with two additional geodetic leveling steps. Firstly, to facilitate long-term monitoring of sea levels relative to the coastline, the vertical datum of each station is held constant with respect to the regional land elevation. New for this Hawaii tide gauge network, all of the water level measurements are referenced to an island-specific vertical datum, which is based on each station elevation with respect to a constant tidal datum. On the island of Oahu, for example, elevations of five new tide gauges are referenced to the tide gauge in Honolulu Harbor. We determined station elevations by surveying with respect to an existing benchmark network in Hawaii that is on a common datum (NAD PA11 ellipsoidal height). Measuring water levels with respect to island-specific datums will support adaptation planning to address sea level rise by determining how sea levels vary by location. We also recorded ellipsoidal height differences from the gravitational model for Hawaii (GEOID12B) to transfer sea levels into a physically consistent framework. Here, the methodology for implementing the Hawaii tide gauge network will be presented, along with discussion about applicability to other regions where long-term monitoring of sea levels is important.

GEOID12B is distance of the GEOID model from the Ellipsoid at the Benchmark location. It is not the Benchmark elevation above the GEOID.

Ortho Ellipsoid Geoid

Relationship between ellipsoidal, orthometric and geoid heights.
Image source: Albayrak et al. (2020), Determination of Istanbul geoid using GNSS/levelling and valley cross levelling data, Geodesy and Geodynamics