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    Closure to “<i>Normal‐Depth Calculations in Complex Channel Sections</i>” by Edward D. Shirley and Vicente L. Lopes (March/April, 1991, Vol. 117, No. 2) 

    Source: Journal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Edward D. Shirley; Vicente L. Lopes
    Publisher: American Society of Civil Engineers
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    Computation of Flow Transitions in Open Channels with Steady Uniform Lateral Inflow 

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): Vicente L. Lopes; Edward D. Shirley
    Publisher: American Society of Civil Engineers
    Abstract: A numerical procedure is developed for quickly and accurately finding the location and flow depth of a flow transition (critical control section) in open channels with discharge gradually varying along the channel length. ...
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    Normal‐Depth Calculations in Complex Channel Sections 

    Source: Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): Edward D. Shirley; Vicente L. Lopes
    Publisher: American Society of Civil Engineers
    Abstract: The general problem of solving for normal flow depth in open‐channel flow has a complication in that some types of channel cross sections do not always have a unique solution. This paper analyzes an alternative iterative ...
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    Evaluating Watershed Experiments through Recursive Residual Analysis 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author(s): Adrian L. Vogl; Vicente L. Lopes
    Publisher: American Society of Civil Engineers
    Abstract: The question of watershed response to changes in land use and land cover has received a great deal of attention in the hydrologic literature. One of the primary tools for quantifying such changes has been the paired watershed ...
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    Semiquantitative Analysis of Water Appropriations and Allocations in the Upper Rio Grande Basin, Colorado 

    Source: Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 007
    Author(s): Ken Mix; Vicente L. Lopes; Walter Rast
    Publisher: American Society of Civil Engineers
    Abstract: A semiquantitative analysis was used to assess the impacts of water rights appropriations and allocations in the Upper Rio Grande (URG) Basin, in Colorado. The study also explores the causes and effects of the changes on ...
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    Bedload Transport in Alluvial Channels 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 010
    Author(s): Miguel Bravo-Espinosa; W. R. Osterkamp; Vicente L. Lopes
    Publisher: American Society of Civil Engineers
    Abstract: Hydraulic, sediment, land-use, and rock-erosivity data of 22 alluvial streams were used to evaluate conditions of bedload transport and the performance of selected bedload-transport equations. Transport categories of ...
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    Parameter Identifiability for Three Sediment Entrainment Equations 

    Source: Journal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 002
    Author(s): Vicky L. Freedman; Vicente L. Lopes; Mariano Hernandez
    Publisher: American Society of Civil Engineers
    Abstract: A process-based erosion model is used to study parameterization problems of sediment entrainment equations in overland flow areas. One of the equations for entrainment by flow is developed based on a theory of excess stream ...
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    Impacts of Vegetative Practices on Suspended Sediment from Watersheds of Arizona 

    Source: Journal of Water Resources Planning and Management:;2001:;Volume ( 127 ):;issue: 001
    Author(s): Vicente L. Lopes; Peter F. Ffolliott; Malchus B. Baker Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Effects of vegetative practices on suspended sediment discharge from ponderosa pine forests and
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    Hydrologic-Economic Analysis of Best Management Practices for Sediment Control in the Santa Fe Watershed, New Mexico 

    Source: Journal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 004
    Author(s): Heidi L. N. Moltz; Vicente L. Lopes; Walter Rast; Stephen J. Ventura
    Publisher: American Society of Civil Engineers
    Abstract: The Santa Fe River Watershed in Santa Fe County, New Mexico was identified as one of the top five high risk nonpoint source pollution areas out in the Rio Grande Basin. This watershed was selected to demonstrate the use ...
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