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{"@context": "https://schema.org", "@type": "CreativeWork", "additionalType": "USGS Numbered Series", "name": "Hydrologic and hydraulic analyses of the Grand River, Red Cedar River, and Sycamore Creek near Lansing, Michigan", "identifier": [{"@type": "PropertyValue", "propertyID": "USGS Publications Warehouse IndexID", "value": "sir20205144", "url": "https://pubs.usgs.gov/publication/sir20205144"}, {"@type": "PropertyValue", "propertyID": "USGS Publications Warehouse Internal ID", "value": 70217744}, {"@type": "PropertyValue", "propertyID": "DOI", "value": "10.3133/sir20205144", "url": "https://doi.org/10.3133/sir20205144"}], "inLanguage": "en", "isPartOf": [{"@type": "CreativeWorkSeries", "name": "Scientific Investigations Report"}], "datePublished": "2021", "dateModified": "2021-02-04", "abstract": "The U.S. Geological Survey (USGS) completed hydrologic and hydraulic analyses for selected reaches of the Grand River, Red Cedar River, and Sycamore Creek near Lansing, Michigan, in cooperation with the city of Lansing. The study comprised a 3.1-mile reach of the Grand River, a 30.3-mile reach of the Red Cedar River, and a 12.0-mile reach of Sycamore Creek. The information produced from the study can be used to update and expand an existing Federal Emergency Management Agency Flood Insurance Study for Ingham County, Mich.Historical streamflow data from USGS streamgages on Grand River at Lansing, Mich. (station number 04113000); Red Cedar River at East Lansing, Mich. (station number 04112500); Red Cedar River near Williamston, Mich. (station number 04111379); and Sycamore Creek at Holt Road near Holt, Mich. (station number 04112850) were used to\u00a0 estimate instantaneous peak streamflows for floods with 10-, 4-, 2-, 1-, and 0.2-percent annual exceedance probabilities (AEPs) and a \u201c1-percent plus\u201d AEP.The Hydrologic Engineering Center\u2019s River Analysis System step-backwater model was used to determine water-surface elevation profiles for the 10-, 4-, 2-, 1-, and 0.2-percent AEP floods, the 1-percent plus AEP flood, and a regulatory floodway for each stream reach. The hydraulic models were calibrated based on stage-streamflow ratings at USGS streamgages. Flood-inundation boundaries for the 1- and 0.2-percent annual exceedance probability floods and regulatory floodway were created for each stream.", "description": "Report: iv, 17 p.; Data Realease", "publisher": {"@type": "Organization", "name": "U.S. Geological Survey"}, "author": [{"@type": "Person", "name": "Whitehead, Matthew T. mtwhiteh@usgs.gov", "givenName": "Matthew T.", "familyName": "Whitehead", "email": "mtwhiteh@usgs.gov", "identifier": {"@type": "PropertyValue", "propertyID": "ORCID", "value": "0000-0002-4888-2597", "url": "https://orcid.org/0000-0002-4888-2597"}, "affiliation": [{"@type": "Organization", "name": "Ohio-Kentucky-Indiana Water Science Center", "url": "https://www.usgs.govhttps://www.usgs.gov/centers/oki-water"}]}, {"@type": "Person", "name": "Ostheimer, Chad J.", "givenName": "Chad J.", "familyName": "Ostheimer", "identifier": {"@type": "PropertyValue", "propertyID": "ORCID", "value": "0000-0002-4528-8867", "url": "https://orcid.org/0000-0002-4528-8867"}, "affiliation": [{"@type": "Organization", "name": "Ohio-Kentucky-Indiana Water Science Center", "url": "https://www.usgs.govhttps://www.usgs.gov/centers/oki-water"}]}], "funder": [{"@type": "Organization", "name": "Ohio-Kentucky-Indiana Water Science Center", "url": "https://www.usgs.govhttps://www.usgs.gov/centers/oki-water"}], "spatialCoverage": [{"@type": "Place", "additionalType": "country", "name": "United States", "url": "https://geonames.org/6252001"}, {"@type": "Place", "additionalType": "state", "name": "Michigan", "url": "https://geonames.org/5001836"}, {"@type": "Place", "additionalType": "unknown", "name": "Grand River", "url": "https://geonames.org/5156219"}, {"@type": "Place", "additionalType": "unknown", "name": "Red Cedar River", "url": "https://geonames.org/5006875"}, {"@type": "Place", "additionalType": "unknown", "name": "Sycamore Creek", "url": "https://geonames.org/4251027"}, {"@type": "Place", "geo": [{"@type": "GeoShape", "additionalProperty": {"@type": "PropertyValue", "name": "GeoJSON", "value": {"type": "FeatureCollection", "features": [{"type": "Feature", "properties": {}, "geometry": {"type": "Polygon", "coordinates": [[[-84.57550048828125, 42.48526384858916], [-83.9959716796875, 42.48526384858916], [-83.9959716796875, 42.76465818533266], [-84.57550048828125, 42.76465818533266], [-84.57550048828125, 42.48526384858916]]]}}]}}}, {"@type": "GeoCoordinates", "latitude": 42.6249610169609, "longitude": -84.28573608398438}]}]} | |||
The U.S. Geological Survey (USGS) completed hydrologic and hydraulic analyses for selected reaches of the Grand River, Red Cedar River, and Sycamore Creek near Lansing, Michigan, in cooperation with the city of Lansing. The study comprised a 3.1-mile reach of the Grand River, a 30.3-mile reach of the Red Cedar River, and a 12.0-mile reach of Sycamore Creek. The information produced from the study can be used to update and expand an existing Federal Emergency Management Agency Flood Insurance Study for Ingham County, Mich. | |||
Historical streamflow data from USGS streamgages on Grand River at Lansing, Mich. (station number 04113000); Red Cedar River at East Lansing, Mich. (station number 04112500); Red Cedar River near Williamston, Mich. (station number 04111379); and Sycamore Creek at Holt Road near Holt, Mich. (station number 04112850) were used | |||
The Hydrologic Engineering | |||
Revision as of 18:56, 15 July 2024
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