DESIGN AND IMPACT ANALYSIS FOR DIVERSION AT COAL CREEK MINE
A diversion system has been designed to carry the flow from East Fork of Coal Creek around the area proposed for mining at Thunder Basin Coal Company's (TBCC) Coal Creek mine in Campbell County, Wyoming. This paper describes the field and analysis procedures necessary to prepare the diversion d...
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Veröffentlicht in: | Journal of the American Water Resources Association 1985-12, Vol.21 (6), p.995-1003 |
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creator | Bowles, David S. Grant, James L. Humphries, William E. O'Hayre, Arthur P. |
description | A diversion system has been designed to carry the flow from East Fork of Coal Creek around the area proposed for mining at Thunder Basin Coal Company's (TBCC) Coal Creek mine in Campbell County, Wyoming. This paper describes the field and analysis procedures necessary to prepare the diversion design and impact evaluation, and the innovative concepts developed for the diversion system design to minimize impacts on downstream channel stability. Under the proposed diversion system design, water from the East Basin of Coal Creek will be diverted at two locations. At one location, flow will be impounded by a small dam and decanted by a pump through a pipeline into East Fork at the location of the second diversion. At this location, a training dike will be placed across the stream channel to divert flows into a diversion channel. Gravity flow along the diversion channel will deliver water to a playa area which will be converted into a detention basin by placing a small dam across its southern end. Flows up to the magnitude of the 24-hour 2-year peak flow will be passed directly through the detention basin into Middle Fork with negligible attenuation of flow rates. For less frequent events, water will be stored in the detention basin in order to prevent velocities in Lower Middle Fork from exceeding the maximum permissible velocity above which scouring may occur. Evaporation and seepage losses from the diversion system were estimated to be small and should be more than offset by the addition of water from the playa drainage basin into the Coal Creek drainage. Velocities predicted for the Lower Middle Fork after the diversion is constructed are expected to be low enough that significant erosion of the channel is not expected to occur. |
doi_str_mv | 10.1111/j.1752-1688.1985.tb00194.x |
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This paper describes the field and analysis procedures necessary to prepare the diversion design and impact evaluation, and the innovative concepts developed for the diversion system design to minimize impacts on downstream channel stability. Under the proposed diversion system design, water from the East Basin of Coal Creek will be diverted at two locations. At one location, flow will be impounded by a small dam and decanted by a pump through a pipeline into East Fork at the location of the second diversion. At this location, a training dike will be placed across the stream channel to divert flows into a diversion channel. Gravity flow along the diversion channel will deliver water to a playa area which will be converted into a detention basin by placing a small dam across its southern end. Flows up to the magnitude of the 24-hour 2-year peak flow will be passed directly through the detention basin into Middle Fork with negligible attenuation of flow rates. For less frequent events, water will be stored in the detention basin in order to prevent velocities in Lower Middle Fork from exceeding the maximum permissible velocity above which scouring may occur. Evaporation and seepage losses from the diversion system were estimated to be small and should be more than offset by the addition of water from the playa drainage basin into the Coal Creek drainage. Velocities predicted for the Lower Middle Fork after the diversion is constructed are expected to be low enough that significant erosion of the channel is not expected to occur.</description><identifier>ISSN: 1093-474X</identifier><identifier>EISSN: 1752-1688</identifier><identifier>DOI: 10.1111/j.1752-1688.1985.tb00194.x</identifier><language>eng</language><publisher>Oxford, UK: Blackwell Publishing Ltd</publisher><subject>01 COAL, LIGNITE, AND PEAT ; 010900 - Coal, Lignite, & Peat- Environmental Aspects ; COAL MINES ; DESIGN ; diversion ; ENVIRONMENTAL IMPACTS ; ENVIRONMENTAL QUALITY ; erosion control ; HYDROLOGY ; MINES ; PLANNING ; reservoir design ; STREAMS ; SURFACE WATERS ; UNDERGROUND FACILITIES ; WATER QUALITY ; WATER RESERVOIRS</subject><ispartof>Journal of the American Water Resources Association, 1985-12, Vol.21 (6), p.995-1003</ispartof><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,881,27903,27904</link.rule.ids><backlink>$$Uhttps://www.osti.gov/biblio/5188633$$D View this record in Osti.gov$$Hfree_for_read</backlink></links><search><creatorcontrib>Bowles, David S.</creatorcontrib><creatorcontrib>Grant, James L.</creatorcontrib><creatorcontrib>Humphries, William E.</creatorcontrib><creatorcontrib>O'Hayre, Arthur P.</creatorcontrib><creatorcontrib>Utah State Univ., Logan</creatorcontrib><title>DESIGN AND IMPACT ANALYSIS FOR DIVERSION AT COAL CREEK MINE</title><title>Journal of the American Water Resources Association</title><description>A diversion system has been designed to carry the flow from East Fork of Coal Creek around the area proposed for mining at Thunder Basin Coal Company's (TBCC) Coal Creek mine in Campbell County, Wyoming. This paper describes the field and analysis procedures necessary to prepare the diversion design and impact evaluation, and the innovative concepts developed for the diversion system design to minimize impacts on downstream channel stability. Under the proposed diversion system design, water from the East Basin of Coal Creek will be diverted at two locations. At one location, flow will be impounded by a small dam and decanted by a pump through a pipeline into East Fork at the location of the second diversion. At this location, a training dike will be placed across the stream channel to divert flows into a diversion channel. Gravity flow along the diversion channel will deliver water to a playa area which will be converted into a detention basin by placing a small dam across its southern end. Flows up to the magnitude of the 24-hour 2-year peak flow will be passed directly through the detention basin into Middle Fork with negligible attenuation of flow rates. For less frequent events, water will be stored in the detention basin in order to prevent velocities in Lower Middle Fork from exceeding the maximum permissible velocity above which scouring may occur. Evaporation and seepage losses from the diversion system were estimated to be small and should be more than offset by the addition of water from the playa drainage basin into the Coal Creek drainage. Velocities predicted for the Lower Middle Fork after the diversion is constructed are expected to be low enough that significant erosion of the channel is not expected to occur.</description><subject>01 COAL, LIGNITE, AND PEAT</subject><subject>010900 - Coal, Lignite, & Peat- Environmental Aspects</subject><subject>COAL MINES</subject><subject>DESIGN</subject><subject>diversion</subject><subject>ENVIRONMENTAL IMPACTS</subject><subject>ENVIRONMENTAL QUALITY</subject><subject>erosion control</subject><subject>HYDROLOGY</subject><subject>MINES</subject><subject>PLANNING</subject><subject>reservoir design</subject><subject>STREAMS</subject><subject>SURFACE WATERS</subject><subject>UNDERGROUND FACILITIES</subject><subject>WATER QUALITY</subject><subject>WATER RESERVOIRS</subject><issn>1093-474X</issn><issn>1752-1688</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1985</creationdate><recordtype>article</recordtype><recordid>eNo9j11PgzAYhRujiXP6H5rdgy3v-Gi8QsawykAHfu2moV2JzLkZ6MX89zaZ8dyck5wnJzkITShxqdX1xqWh7zk0iCKXssh3jSSEsql7OEGj_-rUZsLAmYbTt3N0MQwbC_k0ghG6maUVzwocFzPMF49xUtsY5-8Vr_C8XOIZf0mXFS8tUeOkjHOcLNP0AS94kV6is7bZDvrqz8foeZ7WyZ2TlxlP4tzpKIBxQPltC1oSSYCxQNNAEr-hEqjUYds2GnTgMa20twbF2DpsmFIEvHbNlFReBGM0Oe7uB9OJQXVGqw-13-20MsLeiAIACzlHqBuMPojvvvtq-h_R9J8iCCH0xWuRidXqdvVE60Tcwy-uCFZY</recordid><startdate>19851201</startdate><enddate>19851201</enddate><creator>Bowles, David S.</creator><creator>Grant, James L.</creator><creator>Humphries, William E.</creator><creator>O'Hayre, Arthur P.</creator><general>Blackwell Publishing Ltd</general><scope>BSCLL</scope><scope>OTOTI</scope></search><sort><creationdate>19851201</creationdate><title>DESIGN AND IMPACT ANALYSIS FOR DIVERSION AT COAL CREEK MINE</title><author>Bowles, David S. ; Grant, James L. ; Humphries, William E. ; O'Hayre, Arthur P.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-i133t-3c5ff3eb0b03996e16b05a1b31be7ffae3e629ece2d3c99d7a9cc032fd9cbc283</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1985</creationdate><topic>01 COAL, LIGNITE, AND PEAT</topic><topic>010900 - Coal, Lignite, & Peat- Environmental Aspects</topic><topic>COAL MINES</topic><topic>DESIGN</topic><topic>diversion</topic><topic>ENVIRONMENTAL IMPACTS</topic><topic>ENVIRONMENTAL QUALITY</topic><topic>erosion control</topic><topic>HYDROLOGY</topic><topic>MINES</topic><topic>PLANNING</topic><topic>reservoir design</topic><topic>STREAMS</topic><topic>SURFACE WATERS</topic><topic>UNDERGROUND FACILITIES</topic><topic>WATER QUALITY</topic><topic>WATER RESERVOIRS</topic><toplevel>online_resources</toplevel><creatorcontrib>Bowles, David S.</creatorcontrib><creatorcontrib>Grant, James L.</creatorcontrib><creatorcontrib>Humphries, William E.</creatorcontrib><creatorcontrib>O'Hayre, Arthur P.</creatorcontrib><creatorcontrib>Utah State Univ., Logan</creatorcontrib><collection>Istex</collection><collection>OSTI.GOV</collection><jtitle>Journal of the American Water Resources Association</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Bowles, David S.</au><au>Grant, James L.</au><au>Humphries, William E.</au><au>O'Hayre, Arthur P.</au><aucorp>Utah State Univ., Logan</aucorp><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>DESIGN AND IMPACT ANALYSIS FOR DIVERSION AT COAL CREEK MINE</atitle><jtitle>Journal of the American Water Resources Association</jtitle><date>1985-12-01</date><risdate>1985</risdate><volume>21</volume><issue>6</issue><spage>995</spage><epage>1003</epage><pages>995-1003</pages><issn>1093-474X</issn><eissn>1752-1688</eissn><abstract>A diversion system has been designed to carry the flow from East Fork of Coal Creek around the area proposed for mining at Thunder Basin Coal Company's (TBCC) Coal Creek mine in Campbell County, Wyoming. This paper describes the field and analysis procedures necessary to prepare the diversion design and impact evaluation, and the innovative concepts developed for the diversion system design to minimize impacts on downstream channel stability. Under the proposed diversion system design, water from the East Basin of Coal Creek will be diverted at two locations. At one location, flow will be impounded by a small dam and decanted by a pump through a pipeline into East Fork at the location of the second diversion. At this location, a training dike will be placed across the stream channel to divert flows into a diversion channel. Gravity flow along the diversion channel will deliver water to a playa area which will be converted into a detention basin by placing a small dam across its southern end. Flows up to the magnitude of the 24-hour 2-year peak flow will be passed directly through the detention basin into Middle Fork with negligible attenuation of flow rates. For less frequent events, water will be stored in the detention basin in order to prevent velocities in Lower Middle Fork from exceeding the maximum permissible velocity above which scouring may occur. Evaporation and seepage losses from the diversion system were estimated to be small and should be more than offset by the addition of water from the playa drainage basin into the Coal Creek drainage. Velocities predicted for the Lower Middle Fork after the diversion is constructed are expected to be low enough that significant erosion of the channel is not expected to occur.</abstract><cop>Oxford, UK</cop><pub>Blackwell Publishing Ltd</pub><doi>10.1111/j.1752-1688.1985.tb00194.x</doi><tpages>9</tpages></addata></record> |
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source | Wiley Online Library Journals Frontfile Complete |
subjects | 01 COAL, LIGNITE, AND PEAT 010900 - Coal, Lignite, & Peat- Environmental Aspects COAL MINES DESIGN diversion ENVIRONMENTAL IMPACTS ENVIRONMENTAL QUALITY erosion control HYDROLOGY MINES PLANNING reservoir design STREAMS SURFACE WATERS UNDERGROUND FACILITIES WATER QUALITY WATER RESERVOIRS |
title | DESIGN AND IMPACT ANALYSIS FOR DIVERSION AT COAL CREEK MINE |
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