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    Forum Article 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): F. Douglas Shields Jr
    Publisher: American Society of Civil Engineers
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    Aquatic Habitat Bottom Classification Using ADCP 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author(s): F. Douglas Shields Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Description of physical aquatic habitat often includes data describing distributions of water depth, velocity, and bed material type. Water depth and velocity in streams deeper than about 1 m may be continuously mapped ...
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    Water Quality Effects of Excavation and Diversion 

    Source: Journal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author(s): F. Douglas Shields, Jr.; Thomas G. Sanders
    Publisher: American Society of Civil Engineers
    Abstract: Water quality data collected from Yellow Creek in northeast Mississippi before and during construction of the Divide Cut of the Tennessee‐Tombigbee Waterway provide information regarding the water quality effects of stream ...
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    Chemical Clarification of Dredged Material 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author(s): Paul R. Schroeder; F. Douglas Shields, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory and design procedures have been developed for chemical clarification of dredged material containment area effluents based on results of laboratory and field tests. The design is suitable for normal disposal ...
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    Designing Treatment Basin Dimensions to Reduce Cost 

    Source: Journal of Environmental Engineering:;1991:;Volume ( 117 ):;issue: 003
    Author(s): F. Douglas Shields, Jr.; Edward L. Thackston
    Publisher: American Society of Civil Engineers
    Abstract: A simple procedure for designing large, shallow basins to ensure adequate treatment time and reduce their costs is derived and explained. It considers the cost of perimeter and internal (baffle) dikes, the cost of land, ...
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    Prediction of Effects of Woody Debris Removal on Flow Resistance 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 004
    Author(s): F. Douglas Shields Jr.; Christopher J. Gippel
    Publisher: American Society of Civil Engineers
    Abstract: A simple technique for predicting the Darcy-Weisbach friction factor for river channels with varying amounts of large woody debris was developed. First, debris density is determined based on measurement or visual estimation ...
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    Local Scour Associated with Angled Spur Dikes 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 012
    Author(s): Roger A. Kuhnle; Carlos V. Alonso; F. Douglas Shields, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: A series of experiments were conducted in which the volume of the scour hole associated with model spur dikes was measured in a laboratory flume under clear-water overtopping flows. Spur dike models were angled at 45, 90, ...
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    Large Woody Debris Structures for Sand-Bed Channels 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author(s): F. Douglas Shields, Jr.; Nathalie Morin; Charles M. Cooper
    Publisher: American Society of Civil Engineers
    Abstract: Described is a method for channel erosion control and habitat rehabilitation featuring intermittent placement of structures made of large woody debris. This method is expressly tailored to address severe problems typical ...
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    Residence Time Distributions of Shallow Basins 

    Source: Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): Edward L. Thackston; F. Douglas Shields, Jr.; Paul R. Schroeder
    Publisher: American Society of Civil Engineers
    Abstract: An analysis of data from a variety of basins showed that the strongest influence on hydraulic efficiency,
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    Experiment in Stream Restoration 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author(s): F. Douglas Shields Jr.; Charles M. Cooper; Scott S. Knight
    Publisher: American Society of Civil Engineers
    Abstract: Aquatic habitats in a deeply incised sand-bed channel were modified by adding 1,380 t of stone and planting dormant willow posts. Restoration structures (groin extensions and longitudinal toe protection) were designed as ...
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