Yellow Creek Sedimentation Study: Numerical Model Investigation

Yellow Creek is located in the southeastern Kentucky coal mining region. Its major tributaries, Stony Fork and Bennetts Fork, are steep mountain streams that rise in the Cumberland Mountains near the Kentucky-Tennessee- Virginia tri-state comer and converge in a bowl-shaped valley that contains the...

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description Yellow Creek is located in the southeastern Kentucky coal mining region. Its major tributaries, Stony Fork and Bennetts Fork, are steep mountain streams that rise in the Cumberland Mountains near the Kentucky-Tennessee- Virginia tri-state comer and converge in a bowl-shaped valley that contains the city of Middlesboro, KY. In 1939, the U.S. Army Corps of Engineers completed construction of a 3.9-mile bypass channel around the town. Coal strip mines and spoil areas in the rugged hills have been the source of heavy sediment loads that have historically deposited in the flat-bottomed, trapezoidal bypass channel. Sediment aggradation has been so great that maintenance dredging has been conducted at least four times in the past, the most recent being in 1978- 79. Flood damage reduction alternatives for Middlesboro are currently being evaluated. One structural alternative is an enlarged channel immediately downstream of the city. A one-dimensional numerical model (TABS-1) was used to evaluate (a) dredging options in the existing bypass channel upstream from Middlesboro; and (b) potential aggradation and/or degradation in the proposed improved channel downstream from Middlesboro. The numerical model was adjusted to simulate measured aggradation in the upstream reaches of the project and to simulate conditions in the existing downstream reaches of the project where there is no apparent aggradation or degradation trend. Alternative dredging cross-section options were determined using a new numerical model for hydraulic design called SAM. The design channel was then incorporated into the TABS-1 numerical model for evaluation.
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Its major tributaries, Stony Fork and Bennetts Fork, are steep mountain streams that rise in the Cumberland Mountains near the Kentucky-Tennessee- Virginia tri-state comer and converge in a bowl-shaped valley that contains the city of Middlesboro, KY. In 1939, the U.S. Army Corps of Engineers completed construction of a 3.9-mile bypass channel around the town. Coal strip mines and spoil areas in the rugged hills have been the source of heavy sediment loads that have historically deposited in the flat-bottomed, trapezoidal bypass channel. Sediment aggradation has been so great that maintenance dredging has been conducted at least four times in the past, the most recent being in 1978- 79. Flood damage reduction alternatives for Middlesboro are currently being evaluated. One structural alternative is an enlarged channel immediately downstream of the city. A one-dimensional numerical model (TABS-1) was used to evaluate (a) dredging options in the existing bypass channel upstream from Middlesboro; and (b) potential aggradation and/or degradation in the proposed improved channel downstream from Middlesboro. The numerical model was adjusted to simulate measured aggradation in the upstream reaches of the project and to simulate conditions in the existing downstream reaches of the project where there is no apparent aggradation or degradation trend. Alternative dredging cross-section options were determined using a new numerical model for hydraulic design called SAM. 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Its major tributaries, Stony Fork and Bennetts Fork, are steep mountain streams that rise in the Cumberland Mountains near the Kentucky-Tennessee- Virginia tri-state comer and converge in a bowl-shaped valley that contains the city of Middlesboro, KY. In 1939, the U.S. Army Corps of Engineers completed construction of a 3.9-mile bypass channel around the town. Coal strip mines and spoil areas in the rugged hills have been the source of heavy sediment loads that have historically deposited in the flat-bottomed, trapezoidal bypass channel. Sediment aggradation has been so great that maintenance dredging has been conducted at least four times in the past, the most recent being in 1978- 79. Flood damage reduction alternatives for Middlesboro are currently being evaluated. One structural alternative is an enlarged channel immediately downstream of the city. A one-dimensional numerical model (TABS-1) was used to evaluate (a) dredging options in the existing bypass channel upstream from Middlesboro; and (b) potential aggradation and/or degradation in the proposed improved channel downstream from Middlesboro. The numerical model was adjusted to simulate measured aggradation in the upstream reaches of the project and to simulate conditions in the existing downstream reaches of the project where there is no apparent aggradation or degradation trend. Alternative dredging cross-section options were determined using a new numerical model for hydraulic design called SAM. The design channel was then incorporated into the TABS-1 numerical model for evaluation.</description><subject>ARMY CORPS OF ENGINEERS</subject><subject>CHANNELS(WATERWAYS)</subject><subject>Civil Engineering</subject><subject>COAL</subject><subject>COMPUTER PROGRAMS</subject><subject>CROSS SECTIONS</subject><subject>DREDGING</subject><subject>FLOOD CONTROL</subject><subject>HYDRAULICS</subject><subject>KENTUCKY</subject><subject>MATHEMATICAL MODELS</subject><subject>MOUNTAINS</subject><subject>Numerical Mathematics</subject><subject>ONE DIMENSIONAL</subject><subject>REQUIREMENTS</subject><subject>SEDIMENT TRANSPORT</subject><subject>SEDIMENTATION</subject><subject>STREAMS</subject><subject>URBAN AREAS</subject><subject>VALLEYS</subject><subject>VIRGINIA</subject><subject>YELLOW CREEK(KENTUCKY)</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>1993</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNrjZLCPTM3JyS9XcC5KTc1WCE5NycxNzStJLMnMz1MILilNqbRS8CvNTS3KTE7MUfDNT0nNUfDMK0stLslMByviYWBNS8wpTuWF0twMMm6uIc4euiklmcnxQGV5qSXxji6ORuaGFgYmxgSkAaUYLhA</recordid><startdate>199309</startdate><enddate>199309</enddate><creator>Copeland, Ronald R</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>199309</creationdate><title>Yellow Creek Sedimentation Study: Numerical Model Investigation</title><author>Copeland, Ronald R</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_ADA2718043</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>1993</creationdate><topic>ARMY CORPS OF ENGINEERS</topic><topic>CHANNELS(WATERWAYS)</topic><topic>Civil Engineering</topic><topic>COAL</topic><topic>COMPUTER PROGRAMS</topic><topic>CROSS SECTIONS</topic><topic>DREDGING</topic><topic>FLOOD CONTROL</topic><topic>HYDRAULICS</topic><topic>KENTUCKY</topic><topic>MATHEMATICAL MODELS</topic><topic>MOUNTAINS</topic><topic>Numerical Mathematics</topic><topic>ONE DIMENSIONAL</topic><topic>REQUIREMENTS</topic><topic>SEDIMENT TRANSPORT</topic><topic>SEDIMENTATION</topic><topic>STREAMS</topic><topic>URBAN AREAS</topic><topic>VALLEYS</topic><topic>VIRGINIA</topic><topic>YELLOW CREEK(KENTUCKY)</topic><toplevel>online_resources</toplevel><creatorcontrib>Copeland, Ronald R</creatorcontrib><creatorcontrib>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS HYDRAULICS LAB</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Copeland, Ronald R</au><aucorp>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS HYDRAULICS LAB</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>Yellow Creek Sedimentation Study: Numerical Model Investigation</btitle><date>1993-09</date><risdate>1993</risdate><abstract>Yellow Creek is located in the southeastern Kentucky coal mining region. 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A one-dimensional numerical model (TABS-1) was used to evaluate (a) dredging options in the existing bypass channel upstream from Middlesboro; and (b) potential aggradation and/or degradation in the proposed improved channel downstream from Middlesboro. The numerical model was adjusted to simulate measured aggradation in the upstream reaches of the project and to simulate conditions in the existing downstream reaches of the project where there is no apparent aggradation or degradation trend. Alternative dredging cross-section options were determined using a new numerical model for hydraulic design called SAM. The design channel was then incorporated into the TABS-1 numerical model for evaluation.</abstract><oa>free_for_read</oa></addata></record>
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source DTIC Technical Reports
subjects ARMY CORPS OF ENGINEERS
CHANNELS(WATERWAYS)
Civil Engineering
COAL
COMPUTER PROGRAMS
CROSS SECTIONS
DREDGING
FLOOD CONTROL
HYDRAULICS
KENTUCKY
MATHEMATICAL MODELS
MOUNTAINS
Numerical Mathematics
ONE DIMENSIONAL
REQUIREMENTS
SEDIMENT TRANSPORT
SEDIMENTATION
STREAMS
URBAN AREAS
VALLEYS
VIRGINIA
YELLOW CREEK(KENTUCKY)
title Yellow Creek Sedimentation Study: Numerical Model Investigation
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