{"id":2164,"date":"2024-11-26T12:53:20","date_gmt":"2024-11-26T17:53:20","guid":{"rendered":"https:\/\/umaine.edu\/watershedresearch\/?page_id=2164"},"modified":"2025-07-10T10:29:51","modified_gmt":"2025-07-10T14:29:51","slug":"frenchman-bay-particle-transport-forecast","status":"publish","type":"page","link":"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/","title":{"rendered":"Frenchman Bay Particle Transport Forecast"},"content":{"rendered":"\n<h1 class=\"wp-block-heading\">Forecast of particle transport in the region surrounding Mount Desert Island<\/h1>\n\n\n\n<p>As our climate changes and coastal areas become more populated, we will undoubtedly face new and worsening challenges in our coastal environments. The water quality of estuaries and bays along our coastlines depends on the ability of these systems to transport and flush water-borne material in an efficient and timely manner. Some materials in particular that are problematic for our coastline include harmful algal blooms (HABs), microplastics, and bacterial pollution. What materials like these have in common is that their abundance in a particular region depends on the circulation patterns of the water. However, in regions where the flow interacts with complex topographic features, such as islands, headlands, channel constrictions, and bathymetric variations, these circulation patterns become very complex. In order to predict how material is transported, we must first understand and be able to replicate how complex coastal features can impact local circulation patterns. Numerical hydrodynamic models, which solve theoretical equations to estimate the motion of water, are incredibly powerful tools that we can use to better understand circulation patterns, and ultimately material transport.<\/p>\n\n\n\n<p>Frenchman Bay, Maine, with its numerous estuaries, islands, and extensive tidal flats, is an exemplary complex coastal system presently facing environmental challenges. In recent years, regionally novel species of harmful algal blooms (HABs) have been detected in Frenchman Bay (personal communication with the MEDMR) and elsewhere in the Gulf of Maine (Bates et al. 2018). HABs are fast-growing algae that can produce toxins under some conditions. When people consume animals like shellfish that feed on these algae, it can lead to illness. For this reason, toxic HABs force the Maine Department of Marine Resources (MEDMR) to make extensive closures of coastal zones to aquaculture farming and shellfish harvesting to ensure public health and safety. Frenchman Bay\u2019s aquaculture, fishing and shellfish harvesting industries are a major source of revenue for the state of Maine, and these closures threaten the economic stability of those industries and the wellbeing of those who rely on them.<\/p>\n\n\n\n<p>While we are still learning about the conditions that lead to the initiation and growth of HABs, like all water-borne material, the transport of HABs in coastal waters depends on the local hydrodynamics. By improving our understanding of the transport of water-borne materials in complex regions like Frenchman Bay, we can begin to refine the monitoring and management practices surrounding these blooms.<\/p>\n\n\n\n<p>As a first step, our team has developed a three-day forecast of \u201cparticle\u201d transport in Frenchman Bay. This video forecast provides a tool for informing where material might go in the bay depending on conditions that influence the regional circulation patterns including winds, tides, salinity, and streamflow. Our forecast encompasses the region around Mount Desert Island, home to Acadia National Park.&nbsp;<\/p>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"forecast-animation\">Forecast animation<\/h2>\n\n\n<style>.kadence-column2164_b47bc6-27 > .kt-inside-inner-col{display:flex;}.kadence-column2164_b47bc6-27 > .kt-inside-inner-col,.kadence-column2164_b47bc6-27 > .kt-inside-inner-col:before{border-top-left-radius:0px;border-top-right-radius:0px;border-bottom-right-radius:0px;border-bottom-left-radius:0px;}.kadence-column2164_b47bc6-27 > .kt-inside-inner-col{row-gap:var(--global-kb-gap-lg, 4rem);column-gap:var(--global-kb-gap-sm, 1rem);}.kadence-column2164_b47bc6-27 > .kt-inside-inner-col{flex-direction:column;align-items:center;}.kadence-column2164_b47bc6-27 > .kt-inside-inner-col > .kb-image-is-ratio-size{align-self:stretch;}.kadence-column2164_b47bc6-27 > .kt-inside-inner-col > .wp-block-kadence-advancedgallery{align-self:stretch;}.kadence-column2164_b47bc6-27 > .kt-inside-inner-col > .aligncenter{width:100%;}.kadence-column2164_b47bc6-27 > .kt-inside-inner-col:before{opacity:0.3;}.kadence-column2164_b47bc6-27{position:relative;}@media all and (max-width: 1024px){.kadence-column2164_b47bc6-27 > .kt-inside-inner-col{flex-direction:column;justify-content:center;align-items:center;}}@media all and (max-width: 767px){.kadence-column2164_b47bc6-27 > .kt-inside-inner-col{flex-direction:column;justify-content:center;align-items:center;}}<\/style>\n<div class=\"wp-block-kadence-column kadence-column2164_b47bc6-27\"><div class=\"kt-inside-inner-col\">\n<figure class=\"wp-block-embed is-type-rich is-provider-embed-handler wp-block-embed-embed-handler\"><div class=\"wp-block-embed__wrapper\">\n<div style=\"width: 640px;\" class=\"wp-video\"><!--[if lt IE 9]><script>document.createElement('video');<\/script><![endif]-->\n<video class=\"wp-video-shortcode\" id=\"video-2164-1\" width=\"640\" height=\"360\" preload=\"metadata\" controls=\"controls\"><source type=\"video\/mp4\" src=\"http:\/\/katahdin.acg.maine.edu\/~wpes\/model_output\/model_output.mp4?_=1\" \/><a href=\"http:\/\/katahdin.acg.maine.edu\/~wpes\/model_output\/model_output.mp4\">http:\/\/katahdin.acg.maine.edu\/~wpes\/model_output\/model_output.mp4<\/a><\/video><\/div>\n<\/div><\/figure>\n<\/div><\/div>\n\n\n\n<p>The video above shows the current day and 48 hours before and after. The line plot above the map depicts the water level over this time period. The color of the map corresponds to the depth-averaged current speed with arrows showing the direction of the currents. The colored circles represent different \u201cparticles\u201d which mimic how a parcel of water moves with the currents. The particles serve as a proxy for material transport in the region. The X and Y coordinates on the map are Universal Transverse Mercator (UTM) coordinates which represent eastings (X) and northings (Y) in UTM zone 19 (see&nbsp;<a href=\"https:\/\/www.usgs.gov\/faqs\/what-does-term-utm-mean-utm-better-or-more-accurate-latitudelongitude\" target=\"_blank\" rel=\"noreferrer noopener\">this USGS page <sup>[external link]<\/sup><\/a>&nbsp;for more details on the UTM coordinate system). Eastings represent distance measured from the central meridian of the UTM zone, and northings represent distance measured to the north from the equator.<\/p>\n\n\n\n<p><em>A note of caution on the interpretation of the animation results<\/em>:<\/p>\n\n\n\n<p>While animations like ours developed from numerical simulations can be invaluable tools for learning about circulation patterns and material transport, the results should be interpreted with caution. In addition to the assumptions made in the theory used for the development of the model software (<a href=\"http:\/\/www.opentelemac.org\/index.php\/presentation?id=17\" target=\"_blank\" rel=\"noreferrer noopener\">see&nbsp;here&nbsp;to learn more about TELEMAC-2D <sup>[external link]<\/sup><\/a>), there are several elements of this animation which warrant discretion in the interpretation of its results. The numerical model used to develop the animation shown above is the TELEMAC-MASCARET two-dimensional (TELEMAC-2D) model. TELEMAC-2D is a depth-averaged hydrodynamic model (see&nbsp;<em>About the model<\/em>), and therefore the circulation patterns depicted in our animation represent an average of the currents over the entire water column. Secondly, no biological processes (e.g. growth, decay, vertical migration, etc.) are incorporated in the modeling of the particles, so care should be taken when extrapolating these results to real biological phenomena. Lastly, the model validation focused primarily in the waters on the northeastern side of Mount Desert Island.&nbsp;<a href=\"https:\/\/umaine.edu\/watershedresearch\/research\/coastal-pollution-vulnerability\/water-quality-and-harmful-algal-blooms\/model-validation\/\">This page details the model validation.<\/a>&nbsp;In addition to these notes, please see&nbsp;<em>About the model<\/em>&nbsp;below to learn more about the assumptions and uncertainties involved in the external data used to force the model.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">About the model:<\/h2>\n\n\n\n<p>This animation was created from a TELEMAC-2D numerical model simulation. The full model domain showing the bathymetry of the region is shown below. The model bathymetry is from from National Oceanic and Atmospheric Administration (NOAA) bathymetric survey data (<a href=\"http:\/\/maps.ngdc.noaa.gov\" target=\"_blank\" rel=\"noreferrer noopener\">maps.ngdc.noaa.gov<\/a>), with a resolution up to 30 m. The \u201cparticles\u201d are modeled as passive (i.e. they do not affect the flow) and neutrally buoyant (i.e. they move with the currents). The model is run with a 10 second numerical timestep and results are output hourly.&nbsp;<\/p>\n\n\n<style>.kb-image2164_2b596e-0d.kb-image-is-ratio-size, .kb-image2164_2b596e-0d .kb-image-is-ratio-size{max-width:500px;width:100%;}.wp-block-kadence-column > .kt-inside-inner-col > .kb-image2164_2b596e-0d.kb-image-is-ratio-size, .wp-block-kadence-column > .kt-inside-inner-col > .kb-image2164_2b596e-0d .kb-image-is-ratio-size{align-self:unset;}.kb-image2164_2b596e-0d figure{max-width:500px;}.kb-image2164_2b596e-0d .image-is-svg, .kb-image2164_2b596e-0d .image-is-svg img{width:100%;}.kb-image2164_2b596e-0d .kb-image-has-overlay:after{opacity:0.3;}<\/style>\n<div class=\"wp-block-kadence-image kb-image2164_2b596e-0d\"><figure class=\"aligncenter size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"780\" src=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast-1024x780.png\" alt=\"\" class=\"kb-img wp-image-1560\" srcset=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast-1024x780.png 1024w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast-300x228.png 300w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast-768x585.png 768w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast-105x80.png 105w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast-317x241.png 317w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast-423x322.png 423w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast-634x483.png 634w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast-846x644.png 846w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast-951x724.png 951w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast-1268x965.png 1268w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast.png 1290w\" sizes=\"auto, (max-width: 320px) 85vw, (max-width: 768px) 67vw, (max-width: 1024px) 62vw,1024px\" \/><figcaption><em>The TELEMAC-2D model domain of the region surrounding Mount Desert Island. The color is the depth of the water and the initial locations of the particles at the start of the simulation time are shown as colored dots.<\/em><\/figcaption><\/figure><\/div>\n\n\n\n<p>This model is forced by tides, freshwater streamflow, salinity at the ocean boundary, and wind. The ocean boundary is forced by regional astronomical tidal currents and water level elevations comes from the TPXO Global Tidal Solutions (<a href=\"https:\/\/www.tpxo.net\/global\" target=\"_blank\" rel=\"noreferrer noopener\">www.tpxo.net\/global<\/a>) and a&nbsp;three-hourly time-series of salinity data obtained from the HYbrid Coordinate Ocean Model (HYCOM;&nbsp;<a href=\"http:\/\/www.hycom.org\/\" target=\"_blank\" rel=\"noreferrer noopener\">www.hycom.org\/<\/a>). Streamflow is included at 17 river boundaries in the model domain, where tributaries discharge freshwater into the region. Three-hourly streamflow data from the National Water Model (water.noaa.gov\/about\/nwm) are used to force the model during the five-days of the simulation shown in the animation. To ensure the stability of the model, a minimum streamflow of 0.1 m<sup>3<\/sup>\/s is imposed at all boundaries during the simulation. Wind forcing is included at several locations in the domain at three-hourly timesteps using wind speed and direction from the National Digital Forecast Database (NDFD) model (<a href=\"https:\/\/vlab.noaa.gov\/web\/mdl\/ndfd\" target=\"_blank\" rel=\"noreferrer noopener\">vlab.noaa.gov\/web\/mdl\/ndfd<\/a>). The model is continually run on the ACG Cluster.&nbsp;<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">References<\/h2>\n\n\n\n<p>Bates, S. S., Hubbard, K. A., Lundholm, N., Montresor, M., Leaw, C. P. (2018). Pseudo-nitzschia, Nitzschia, and domoic acid: New research since 2011.&nbsp;<em>Harmful Algae<\/em>,&nbsp;<em>79<\/em>, 3-43.<\/p>\n\n\n\n<p>Alahmed, S., Ross, L., Smith, S. M. (2022). Coastal hydrodynamics and timescales in meso-macrotidal estuaries in the Gulf of Maine: a model study.&nbsp;<em>Estuaries and Coasts<\/em>,&nbsp;<em>45<\/em>(7), 1888-1908.<\/p>\n\n\n\n<p>Alahmed, S. (2021). Circulation and Transport Timescales in Tidally Dominated Estuaries. [Doctoral dissertation, University of Maine].<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Project Sponsors and Collaborators<\/h2>\n\n\n\n<p>This forecast was created out in collaboration with Dr. Sean Birkel from the Climate Change Institute, Steve Cousins from the&nbsp;<a href=\"https:\/\/acg.maine.edu\/\">Advanced Computing Group (ACG)<\/a>&nbsp;and Mac Creamer from Computer Science. Below are some of the funding agencies for the project and other project collaborators.&nbsp;<\/p>\n\n\n\n<p>Project Funding Agencies:&nbsp;<\/p>\n\n\n<style>.kadence-column2164_92c50d-1b > .kt-inside-inner-col,.kadence-column2164_92c50d-1b > .kt-inside-inner-col:before{border-top-left-radius:0px;border-top-right-radius:0px;border-bottom-right-radius:0px;border-bottom-left-radius:0px;}.kadence-column2164_92c50d-1b > .kt-inside-inner-col{column-gap:var(--global-kb-gap-sm, 1rem);}.kadence-column2164_92c50d-1b > .kt-inside-inner-col{flex-direction:column;}.kadence-column2164_92c50d-1b > .kt-inside-inner-col > .aligncenter{width:100%;}.kadence-column2164_92c50d-1b > .kt-inside-inner-col:before{opacity:0.3;}.kadence-column2164_92c50d-1b{position:relative;}@media all and (max-width: 1024px){.kadence-column2164_92c50d-1b > .kt-inside-inner-col{flex-direction:column;justify-content:center;}}@media all and (max-width: 767px){.kadence-column2164_92c50d-1b > .kt-inside-inner-col{flex-direction:column;justify-content:center;}}<\/style>\n<div class=\"wp-block-kadence-column kadence-column2164_92c50d-1b\"><div class=\"kt-inside-inner-col\">\n<div class=\"wp-block-group is-nowrap is-layout-flex wp-container-core-group-is-layout-ad2f72ca wp-block-group-is-layout-flex\">\n<figure class=\"wp-block-image size-large is-resized\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"410\" src=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/2560px-USGS_logo_green.svg_-1024x410.png\" alt=\"\" class=\"wp-image-1465\" style=\"width:auto;height:100px\" srcset=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/2560px-USGS_logo_green.svg_-1024x410.png 1024w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/2560px-USGS_logo_green.svg_-300x120.png 300w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/2560px-USGS_logo_green.svg_-768x307.png 768w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/2560px-USGS_logo_green.svg_-1536x614.png 1536w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/2560px-USGS_logo_green.svg_-2048x819.png 2048w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/2560px-USGS_logo_green.svg_-105x42.png 105w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/2560px-USGS_logo_green.svg_-317x127.png 317w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/2560px-USGS_logo_green.svg_-423x169.png 423w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/2560px-USGS_logo_green.svg_-634x254.png 634w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/2560px-USGS_logo_green.svg_-846x338.png 846w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/2560px-USGS_logo_green.svg_-951x380.png 951w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/2560px-USGS_logo_green.svg_-1268x507.png 1268w\" sizes=\"auto, (max-width: 320px) 85vw, (max-width: 768px) 67vw, (max-width: 1024px) 62vw,1024px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-full is-resized\"><img loading=\"lazy\" decoding=\"async\" width=\"284\" height=\"178\" src=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download-1.png\" alt=\"\" class=\"wp-image-1469\" style=\"width:auto;height:100px\" srcset=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download-1.png 284w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download-1-105x66.png 105w\" sizes=\"auto, (max-width: 320px) 85vw, (max-width: 768px) 67vw, (max-width: 1024px) 62vw,284px\" \/><\/figure>\n<\/div>\n<\/div><\/div>\n\n\n\n<p>Academic Collaborators:&nbsp;<\/p>\n\n\n\n<div class=\"wp-block-group is-nowrap is-layout-flex wp-container-core-group-is-layout-ad2f72ca wp-block-group-is-layout-flex\">\n<figure class=\"wp-block-image size-full is-resized\"><img loading=\"lazy\" decoding=\"async\" width=\"300\" height=\"168\" src=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download-2.png\" alt=\"\" class=\"wp-image-1471\" style=\"width:auto;height:100px\" srcset=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download-2.png 300w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download-2-105x59.png 105w\" sizes=\"auto, (max-width: 320px) 85vw, (max-width: 768px) 67vw, (max-width: 1024px) 62vw,300px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-full is-resized\"><img loading=\"lazy\" decoding=\"async\" width=\"259\" height=\"194\" src=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/images.png\" alt=\"\" class=\"wp-image-1472\" style=\"width:auto;height:100px\" srcset=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/images.png 259w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/images-105x79.png 105w\" sizes=\"auto, (max-width: 320px) 85vw, (max-width: 768px) 67vw, (max-width: 1024px) 62vw,259px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-full is-resized\"><img loading=\"lazy\" decoding=\"async\" width=\"200\" height=\"200\" src=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/LogoColorNoText.jpeg\" alt=\"\" class=\"wp-image-1466\" style=\"width:auto;height:100px\" srcset=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/LogoColorNoText.jpeg 200w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/LogoColorNoText-150x150.jpeg 150w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/LogoColorNoText-105x105.jpeg 105w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/LogoColorNoText-32x32.jpeg 32w\" sizes=\"auto, (max-width: 320px) 85vw, (max-width: 768px) 67vw, (max-width: 1024px) 62vw,200px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-full is-resized\"><img loading=\"lazy\" decoding=\"async\" width=\"513\" height=\"206\" src=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/09\/mitchell-1.jpg\" alt=\"\" class=\"wp-image-1483\" style=\"width:auto;height:100px\" srcset=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/09\/mitchell-1.jpg 513w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/09\/mitchell-1-300x120.jpg 300w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/09\/mitchell-1-105x42.jpg 105w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/09\/mitchell-1-317x127.jpg 317w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/09\/mitchell-1-423x170.jpg 423w\" sizes=\"auto, (max-width: 320px) 85vw, (max-width: 768px) 67vw, (max-width: 1024px) 62vw,513px\" \/><\/figure>\n<\/div>\n\n\n\n<p>Government Collaborators:<\/p>\n\n\n\n<div class=\"wp-block-group is-nowrap is-layout-flex wp-container-core-group-is-layout-ad2f72ca wp-block-group-is-layout-flex\">\n<figure class=\"wp-block-image size-full is-resized\"><img loading=\"lazy\" decoding=\"async\" width=\"226\" height=\"223\" src=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download.jpg\" alt=\"\" class=\"wp-image-1470\" style=\"width:auto;height:100px\" srcset=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download.jpg 226w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download-105x104.jpg 105w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download-32x32.jpg 32w\" sizes=\"auto, (max-width: 320px) 85vw, (max-width: 768px) 67vw, (max-width: 1024px) 62vw,226px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-full is-resized\"><img loading=\"lazy\" decoding=\"async\" width=\"203\" height=\"248\" src=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download-1.jpg\" alt=\"\" class=\"wp-image-1476\" style=\"width:auto;height:100px\" srcset=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download-1.jpg 203w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download-1-105x128.jpg 105w\" sizes=\"auto, (max-width: 320px) 85vw, (max-width: 768px) 67vw, (max-width: 1024px) 62vw,203px\" \/><\/figure>\n<\/div>\n\n\n\n<p>Industry Collaborators:<\/p>\n\n\n\n<div class=\"wp-block-group is-nowrap is-layout-flex wp-container-core-group-is-layout-ad2f72ca wp-block-group-is-layout-flex\">\n<figure class=\"wp-block-image size-full is-resized\"><img loading=\"lazy\" decoding=\"async\" width=\"229\" height=\"221\" src=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download.png\" alt=\"\" class=\"wp-image-1468\" style=\"width:auto;height:100px\" srcset=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download.png 229w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download-105x101.png 105w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/download-32x32.png 32w\" sizes=\"auto, (max-width: 320px) 85vw, (max-width: 768px) 67vw, (max-width: 1024px) 62vw,229px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-full is-resized\"><img loading=\"lazy\" decoding=\"async\" width=\"280\" height=\"282\" src=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/h-d-logo-update-aug-small2-01.png\" alt=\"\" class=\"wp-image-1467\" style=\"width:auto;height:100px\" srcset=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/h-d-logo-update-aug-small2-01.png 280w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/h-d-logo-update-aug-small2-01-150x150.png 150w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/h-d-logo-update-aug-small2-01-105x106.png 105w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2023\/08\/h-d-logo-update-aug-small2-01-32x32.png 32w\" sizes=\"auto, (max-width: 320px) 85vw, (max-width: 768px) 67vw, (max-width: 1024px) 62vw,280px\" \/><\/figure>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>Forecast of particle transport in the region surrounding Mount Desert Island As our climate changes and coastal areas become more populated, we will undoubtedly face new and worsening challenges in our coastal environments. The water quality of estuaries and bays along our coastlines depends on the ability of these systems to transport and flush water-borne [&hellip;]<\/p>\n","protected":false},"author":1767,"featured_media":0,"parent":1862,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_kad_blocks_custom_css":"","_kad_blocks_head_custom_js":"","_kad_blocks_body_custom_js":"","_kad_blocks_footer_custom_js":"","_monsterinsights_skip_tracking":false,"_monsterinsights_sitenote_active":false,"_monsterinsights_sitenote_note":"","_monsterinsights_sitenote_category":0,"footnotes":""},"class_list":["post-2164","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v26.9 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Frenchman Bay Particle Transport Forecast - Watershed Process and Estuary Sustainability Research Group<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Frenchman Bay Particle Transport Forecast - Watershed Process and Estuary Sustainability Research Group\" \/>\n<meta property=\"og:description\" content=\"Forecast of particle transport in the region surrounding Mount Desert Island As our climate changes and coastal areas become more populated, we will undoubtedly face new and worsening challenges in our coastal environments. The water quality of estuaries and bays along our coastlines depends on the ability of these systems to transport and flush water-borne [&hellip;]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/\" \/>\n<meta property=\"og:site_name\" content=\"Watershed Process and Estuary Sustainability Research Group\" \/>\n<meta property=\"article:modified_time\" content=\"2025-07-10T14:29:51+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast.png\" \/>\n\t<meta property=\"og:image:width\" content=\"1290\" \/>\n\t<meta property=\"og:image:height\" content=\"982\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/png\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data1\" content=\"8 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/\",\"url\":\"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/\",\"name\":\"Frenchman Bay Particle Transport Forecast - Watershed Process and Estuary Sustainability Research Group\",\"isPartOf\":{\"@id\":\"https:\/\/umaine.edu\/watershedresearch\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/#primaryimage\"},\"image\":{\"@id\":\"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/#primaryimage\"},\"thumbnailUrl\":\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast-1024x780.png\",\"datePublished\":\"2024-11-26T17:53:20+00:00\",\"dateModified\":\"2025-07-10T14:29:51+00:00\",\"breadcrumb\":{\"@id\":\"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/#breadcrumb\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/#primaryimage\",\"url\":\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast.png\",\"contentUrl\":\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast.png\",\"width\":1290,\"height\":982},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\/\/umaine.edu\/watershedresearch\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Research\",\"item\":\"https:\/\/umaine.edu\/watershedresearch\/research\/\"},{\"@type\":\"ListItem\",\"position\":3,\"name\":\"Frenchman Bay Particle Transport Forecast\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\/\/umaine.edu\/watershedresearch\/#website\",\"url\":\"https:\/\/umaine.edu\/watershedresearch\/\",\"name\":\"Watershed Process and Estuary Sustainability Research Group\",\"description\":\"Web presence of the WPES research group at the University of Maine\",\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\/\/umaine.edu\/watershedresearch\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"en-US\"}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"Frenchman Bay Particle Transport Forecast - Watershed Process and Estuary Sustainability Research Group","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/","og_locale":"en_US","og_type":"article","og_title":"Frenchman Bay Particle Transport Forecast - Watershed Process and Estuary Sustainability Research Group","og_description":"Forecast of particle transport in the region surrounding Mount Desert Island As our climate changes and coastal areas become more populated, we will undoubtedly face new and worsening challenges in our coastal environments. The water quality of estuaries and bays along our coastlines depends on the ability of these systems to transport and flush water-borne [&hellip;]","og_url":"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/","og_site_name":"Watershed Process and Estuary Sustainability Research Group","article_modified_time":"2025-07-10T14:29:51+00:00","og_image":[{"width":1290,"height":982,"url":"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast.png","type":"image\/png"}],"twitter_card":"summary_large_image","twitter_misc":{"Est. reading time":"8 minutes"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/","url":"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/","name":"Frenchman Bay Particle Transport Forecast - Watershed Process and Estuary Sustainability Research Group","isPartOf":{"@id":"https:\/\/umaine.edu\/watershedresearch\/#website"},"primaryImageOfPage":{"@id":"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/#primaryimage"},"image":{"@id":"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/#primaryimage"},"thumbnailUrl":"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast-1024x780.png","datePublished":"2024-11-26T17:53:20+00:00","dateModified":"2025-07-10T14:29:51+00:00","breadcrumb":{"@id":"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/"]}]},{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/#primaryimage","url":"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast.png","contentUrl":"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2024\/01\/ParticleLocationsForecast.png","width":1290,"height":982},{"@type":"BreadcrumbList","@id":"https:\/\/umaine.edu\/watershedresearch\/research\/frenchman-bay-particle-transport-forecast\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/umaine.edu\/watershedresearch\/"},{"@type":"ListItem","position":2,"name":"Research","item":"https:\/\/umaine.edu\/watershedresearch\/research\/"},{"@type":"ListItem","position":3,"name":"Frenchman Bay Particle Transport Forecast"}]},{"@type":"WebSite","@id":"https:\/\/umaine.edu\/watershedresearch\/#website","url":"https:\/\/umaine.edu\/watershedresearch\/","name":"Watershed Process and Estuary Sustainability Research Group","description":"Web presence of the WPES research group at the University of Maine","potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/umaine.edu\/watershedresearch\/?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"en-US"}]}},"taxonomy_info":[],"featured_image_src_large":false,"author_info":{"display_name":"bvandam","author_link":"https:\/\/umaine.edu\/watershedresearch\/author\/bvandam\/"},"comment_info":0,"_links":{"self":[{"href":"https:\/\/umaine.edu\/watershedresearch\/wp-json\/wp\/v2\/pages\/2164","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/umaine.edu\/watershedresearch\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/umaine.edu\/watershedresearch\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/umaine.edu\/watershedresearch\/wp-json\/wp\/v2\/users\/1767"}],"replies":[{"embeddable":true,"href":"https:\/\/umaine.edu\/watershedresearch\/wp-json\/wp\/v2\/comments?post=2164"}],"version-history":[{"count":27,"href":"https:\/\/umaine.edu\/watershedresearch\/wp-json\/wp\/v2\/pages\/2164\/revisions"}],"predecessor-version":[{"id":2335,"href":"https:\/\/umaine.edu\/watershedresearch\/wp-json\/wp\/v2\/pages\/2164\/revisions\/2335"}],"up":[{"embeddable":true,"href":"https:\/\/umaine.edu\/watershedresearch\/wp-json\/wp\/v2\/pages\/1862"}],"wp:attachment":[{"href":"https:\/\/umaine.edu\/watershedresearch\/wp-json\/wp\/v2\/media?parent=2164"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}