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FLOOD00644
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Last modified
11/23/2009 1:21:37 PM
Creation date
10/4/2006 9:24:20 PM
Metadata
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Template:
Floodplain Documents
County
Logan
Community
Sterling
Title
Flood Control and Drainage Prioritization Analyses - Sterling and Vicinity
Date
11/8/1995
Prepared For
Sterling
Prepared By
Lidstone & Anderson, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />· Mr. Miller was project engineer in the hydrologic analysis, water budget balance, and <br />earthwork considerations for a wetland mitigation and permanent impoundment study and <br />design in the Gas Hills area of Wyoming. Hydrologic analysis included a rigorous <br />analysis of existing USGS precipitation and evaporation data records. <br /> <br />· Mr. Miller was project engineer and construction manager for a $175,000 gold mine <br />tailings reclamation project at South Pass City, Wyoming. <br /> <br />. He has implemented the PLASM 2-D ground water analysis model for the permitting of <br />numerous monitoring and recovery wells Southeast Wyoming. In conjunction with these <br />projects, Mr. Miller has been responsible for the collection of pump test data and has <br />prepared guidelines for the collection of aquifer test data. He was responsible for the <br />analysis of pump test data to determine aquifer hydraulic parameters. <br /> <br />. Mr. Miller utilized the PLASM model to model ground water drawdown to maximize <br />methane gas extraction from coal seams near Savery, Wyoming. He identified geologic <br />boundary conditions, modeled various well field pumpage scenarios, interpreted the <br />model output and made recommendations. <br /> <br />. Mr. Miller was project engineer for the analysis of the sediment transport characteristics <br />associated with a U.S. Army Corps of Engineers (Sacramento District) flood control <br />design for the Napa River. Analysis included the use of the Meyer-Peter, Muller <br />bedload relationship as well as the SED CON computer model to analyze the sediment <br />budget for a number of return period events. He was responsible for the identification <br />of erosion and deposition problem areas throughout the project. <br /> <br />19 <br />
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