{"id":1868,"date":"2024-11-26T11:21:38","date_gmt":"2024-11-26T16:21:38","guid":{"rendered":"https:\/\/umaine.edu\/watershedresearch\/?page_id=1868"},"modified":"2025-07-10T11:43:20","modified_gmt":"2025-07-10T15:43:20","slug":"freshwater-flows","status":"publish","type":"page","link":"https:\/\/umaine.edu\/watershedresearch\/research\/freshwater-flows\/","title":{"rendered":"Freshwater Flows"},"content":{"rendered":"<style>.kb-row-layout-id1868_6e050f-0b > .kt-row-column-wrap{align-content:start;}:where(.kb-row-layout-id1868_6e050f-0b > .kt-row-column-wrap) > .wp-block-kadence-column{justify-content:start;}.kb-row-layout-id1868_6e050f-0b > .kt-row-column-wrap{column-gap:var(--global-kb-gap-md, 2rem);row-gap:var(--global-kb-gap-md, 2rem);grid-template-columns:minmax(0, 2fr) minmax(0, 1fr);}.kb-row-layout-id1868_6e050f-0b > .kt-row-layout-overlay{opacity:0.30;}@media all and (max-width: 1024px){.kb-row-layout-id1868_6e050f-0b > .kt-row-column-wrap{grid-template-columns:minmax(0, 2fr) minmax(0, 1fr);}}@media all and (max-width: 767px){.kb-row-layout-id1868_6e050f-0b > .kt-row-column-wrap{grid-template-columns:minmax(0, 1fr);}}<\/style><div class=\"kb-row-layout-wrap kb-row-layout-id1868_6e050f-0b alignnone wp-block-kadence-rowlayout\"><div class=\"kt-row-column-wrap kt-has-2-columns kt-row-layout-left-golden kt-tab-layout-inherit kt-mobile-layout-row kt-row-valign-top\">\n<style>.kadence-column1868_554b6a-6c > .kt-inside-inner-col,.kadence-column1868_554b6a-6c > .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-column1868_554b6a-6c > .kt-inside-inner-col{column-gap:var(--global-kb-gap-sm, 1rem);}.kadence-column1868_554b6a-6c > .kt-inside-inner-col{flex-direction:column;}.kadence-column1868_554b6a-6c > .kt-inside-inner-col > .aligncenter{width:100%;}.kadence-column1868_554b6a-6c > .kt-inside-inner-col:before{opacity:0.3;}.kadence-column1868_554b6a-6c{position:relative;}@media all and (max-width: 1024px){.kadence-column1868_554b6a-6c > .kt-inside-inner-col{flex-direction:column;justify-content:center;}}@media all and (max-width: 767px){.kadence-column1868_554b6a-6c > .kt-inside-inner-col{flex-direction:column;justify-content:center;}}<\/style>\n<div class=\"wp-block-kadence-column kadence-column1868_554b6a-6c\"><div class=\"kt-inside-inner-col\">\n<p>The WPES team is involved with the measurement, monitoring, and simulation of stream flows in tributaries draining into coastal estuaries. The flows from rivers and streams provide freshwater inputs to estuaries and can carry pollutants that influence water quality conditions affecting public health, fisheries, and entire ecosystems. The flows also affect estuary hydrodynamics that govern the water quality conditions and aquatic habitat conditions in tidal waters.&nbsp;<\/p>\n\n\n\n<p>The\u00a0<a href=\"https:\/\/water.noaa.gov\/about\/nwm\">National Water Model\u00a0<sup>[external link]<\/sup><\/a>\u00a0(NWM), produced by the US National Oceanic and Atmospheric Administration (NOAA) Office of Water Prediction, provides a platform for prediction of stream flows from a coupled meteorological \u2013 surface runoff model. The model provides short-, medium-, and long-range predictions of discharge for US streams and rivers using empirical methods. The simulation outcomes have potential for use with decision support tools for coastal management by providing a means of evaluating rainfall runoff conditions and a freshwater inflow boundary condition for\u00a0<a href=\"https:\/\/umaine.edu\/watershedresearch\/research\/estuary-hydrodynamic-modeling\/\">hydrodynamic modeling<\/a>\u00a0in Frenchman Bay sub-estuaries.<\/p>\n\n\n\n<p>WPES researchers have been monitoring stream discharge using sensors that measure water flow velocity and area. Measurements are reported to data loggers and transmitted to a web server to allow&nbsp;<a href=\"https:\/\/cloud.xylem.com\/hydrosphere\/public-sites\/OWA_FBAAAD486A2A4B04AE421DD3C3994EA8\">real-time access <sup>[external link]<\/sup><\/a>. The results are used to evaluate stream discharge predictions from the National Water Model, evaluate the relations between rainfall and runoff, and provide boundary conditions for an estuary circulation model.<\/p>\n\n\n<style>.kb-image1868_659867-cc .kb-image-has-overlay:after{opacity:0.3;}<\/style>\n<div class=\"wp-block-kadence-image kb-image1868_659867-cc\"><figure class=\"alignleft size-full\"><a href=\"https:\/\/cloud.xylem.com\/hydrosphere\/public-sites\/OWA_FBAAAD486A2A4B04AE421DD3C3994EA8\" class=\"kb-advanced-image-link\" target=\"_blank\" rel=\"noopener noreferrer\"><img loading=\"lazy\" decoding=\"async\" width=\"842\" height=\"354\" src=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2020\/07\/Crippens_placeholder.png\" alt=\"\" class=\"kb-img wp-image-191\" srcset=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2020\/07\/Crippens_placeholder.png 842w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2020\/07\/Crippens_placeholder-300x126.png 300w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2020\/07\/Crippens_placeholder-768x323.png 768w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2020\/07\/Crippens_placeholder-105x44.png 105w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2020\/07\/Crippens_placeholder-317x133.png 317w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2020\/07\/Crippens_placeholder-423x178.png 423w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2020\/07\/Crippens_placeholder-634x267.png 634w\" sizes=\"auto, (max-width: 320px) 85vw, (max-width: 768px) 67vw, (max-width: 1024px) 62vw,842px\" \/><\/a><figcaption>Example stream logging output from Crippens Brook, Trenton, ME. Click image or &#8220;real-time access&#8221; link above to visit monitoring page [external link opens in new tab].<\/figcaption><\/figure><\/div>\n<\/div><\/div>\n\n\n<style>.kadence-column1868_abef3c-82 > .kt-inside-inner-col,.kadence-column1868_abef3c-82 > .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-column1868_abef3c-82 > .kt-inside-inner-col{column-gap:var(--global-kb-gap-sm, 1rem);}.kadence-column1868_abef3c-82 > .kt-inside-inner-col{flex-direction:column;}.kadence-column1868_abef3c-82 > .kt-inside-inner-col > .aligncenter{width:100%;}.kadence-column1868_abef3c-82 > .kt-inside-inner-col:before{opacity:0.3;}.kadence-column1868_abef3c-82{position:relative;}@media all and (max-width: 1024px){.kadence-column1868_abef3c-82 > .kt-inside-inner-col{flex-direction:column;justify-content:center;}}@media all and (max-width: 767px){.kadence-column1868_abef3c-82 > .kt-inside-inner-col{flex-direction:column;justify-content:center;}}<\/style>\n<div class=\"wp-block-kadence-column kadence-column1868_abef3c-82\"><div class=\"kt-inside-inner-col\"><style>.wp-block-kadence-advancedbtn.kb-btns1868_9c7344-46{gap:var(--global-kb-gap-xs, 0.5rem );justify-content:center;align-items:center;}.kt-btns1868_9c7344-46 .kt-button{font-weight:normal;font-style:normal;}.kt-btns1868_9c7344-46 .kt-btn-wrap-0{margin-right:5px;}.wp-block-kadence-advancedbtn.kt-btns1868_9c7344-46 .kt-btn-wrap-0 .kt-button{color:#555555;border-color:#555555;}.wp-block-kadence-advancedbtn.kt-btns1868_9c7344-46 .kt-btn-wrap-0 .kt-button:hover, .wp-block-kadence-advancedbtn.kt-btns1868_9c7344-46 .kt-btn-wrap-0 .kt-button:focus{color:#ffffff;border-color:#444444;}.wp-block-kadence-advancedbtn.kt-btns1868_9c7344-46 .kt-btn-wrap-0 .kt-button::before{display:none;}.wp-block-kadence-advancedbtn.kt-btns1868_9c7344-46 .kt-btn-wrap-0 .kt-button:hover, .wp-block-kadence-advancedbtn.kt-btns1868_9c7344-46 .kt-btn-wrap-0 .kt-button:focus{background:#444444;}<\/style>\n<div class=\"wp-block-kadence-advancedbtn kb-buttons-wrap kb-btns1868_9c7344-46\"><style>ul.menu .wp-block-kadence-advancedbtn .kb-btn1868_6fced3-c4.kb-button{width:initial;}.wp-block-kadence-advancedbtn .kb-btn1868_6fced3-c4.kb-button{color:#ffffff;background:#082e58;border-top-left-radius:10px;border-top-right-radius:10px;border-bottom-left-radius:10px;}.wp-block-kadence-advancedbtn .kb-btn1868_6fced3-c4.kb-button:hover, .wp-block-kadence-advancedbtn .kb-btn1868_6fced3-c4.kb-button:focus{color:#ffffff;background:#79bde8;}<\/style><a class=\"kb-button kt-button button kb-btn1868_6fced3-c4 kt-btn-size-standard kt-btn-width-type-auto kb-btn-global-fill  kt-btn-has-text-true kt-btn-has-svg-false  wp-block-kadence-singlebtn\" href=\"https:\/\/cloud.xylem.com\/hydrosphere\/public-sites\/OWA_FBAAAD486A2A4B04AE421DD3C3994EA8\"><span class=\"kt-btn-inner-text\">Click here to visit our real-time stream gage data site!<\/span><\/a><\/div>\n\n\n<style>.wp-block-kadence-spacer.kt-block-spacer-1868_918528-4e .kt-block-spacer{height:60px;}.wp-block-kadence-spacer.kt-block-spacer-1868_918528-4e .kt-divider{border-top-width:1px;height:1px;border-top-color:#eee;width:80%;border-top-style:solid;}<\/style>\n<div class=\"wp-block-kadence-spacer aligncenter kt-block-spacer-1868_918528-4e\"><div class=\"kt-block-spacer kt-block-spacer-halign-center\"><hr class=\"kt-divider\" \/><\/div><\/div>\n\n\n<style>.kb-image1868_b04ee7-24 .kb-image-has-overlay:after{opacity:0.3;}<\/style>\n<figure class=\"wp-block-kadence-image kb-image1868_b04ee7-24 size-full\"><a href=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2021\/09\/Freshwater-inflows.pdf\" class=\"kb-advanced-image-link\"><img loading=\"lazy\" decoding=\"async\" width=\"577\" height=\"433\" src=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2021\/06\/freshwater-inflows17906.png\" alt=\"\" class=\"kb-img wp-image-679\" srcset=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2021\/06\/freshwater-inflows17906.png 577w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2021\/06\/freshwater-inflows17906-300x225.png 300w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2021\/06\/freshwater-inflows17906-105x79.png 105w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2021\/06\/freshwater-inflows17906-317x238.png 317w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2021\/06\/freshwater-inflows17906-423x317.png 423w, https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2021\/06\/freshwater-inflows17906-500x375.png 500w\" sizes=\"auto, (max-width: 320px) 85vw, (max-width: 768px) 67vw, (max-width: 1024px) 62vw,577px\" \/><\/a><figcaption>Conference poster on prediction of freshwater inflows.  <a href=\"https:\/\/umaine.edu\/watershedresearch\/wp-content\/uploads\/sites\/554\/2021\/09\/Freshwater-inflows.pdf\">Click to open poster PDF.<\/a><\/figcaption><\/figure>\n<\/div><\/div>\n\n<\/div><\/div>","protected":false},"excerpt":{"rendered":"<p>The WPES team is involved with the measurement, monitoring, and simulation of stream flows in tributaries draining into coastal estuaries. The flows from rivers and streams provide freshwater inputs to estuaries and can carry pollutants that influence water quality conditions affecting public health, fisheries, and entire ecosystems. The flows also affect estuary hydrodynamics that govern [&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-1868","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.2 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Freshwater Flows - 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\/freshwater-flows\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Freshwater Flows - Watershed Process and Estuary Sustainability Research Group\" \/>\n<meta property=\"og:description\" content=\"The WPES team is involved with the measurement, monitoring, and simulation of stream flows in tributaries draining into coastal estuaries. The flows from rivers and streams provide freshwater inputs to estuaries and can carry pollutants that influence water quality conditions affecting public health, fisheries, and entire ecosystems. 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