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Analysis of Manning coefficient for small-depth flows on vegetated beds

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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

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Fluid resistance of composite roughness
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Roughness Spacing in Rigid Open Channels
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Analysis of Flow through Vegetation
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The Lower Colorado River and the Salton Basin
inferredcites →https://doi.org/10.1111/j.1752-1688.1990.tb01381.xopenalex-snapshot
HYDROLOGIC AND HYDRAULIC RESEARCH IN MOUNTAIN RWERS1
inferredcites →https://doi.org/10.13031/2013.3044openalex-snapshot
ESTIMATING MANNINGS ROUGHNESS COEFFICIENT FOR SHALLOW OVERLAND FLOW IN NON-SUBMERGED VEGETATIVE FILTER STRIPS
inferredcites →https://doi.org/10.13031/2013.33644openalex-snapshot
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inferredcites →https://doi.org/10.13031/2013.34078openalex-snapshot
Design of Grass-Lined Open Channels
inferredcites →https://doi.org/10.13031/2013.34681openalex-snapshot
Tractive Force Design of Vegetated Channels
inferredcites →https://doi.org/10.13031/2013.35331openalex-snapshot
Prediction of Flow Hydraulics for Vegetated Channels
inferredcites →https://doi.org/10.13031/2013.35498openalex-snapshot
Manning n and The Overland Flow Equation
inferredcites →https://doi.org/10.13031/2013.38054openalex-snapshot
Effect of Roughness Elements on Hydraulic Resistance for Overland Flow
inferredcites →https://doi.org/10.13031/2013.38640openalex-snapshot
The Inference of Intake and Hydraulic Roughness Para-meters from Plot Runoff Using Kinematic Wave Theory

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

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Assessment of the impacts of hydraulics variables on the Darcy-Weisbach roughness
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Flow Resistance due to Aquatic Vegetation in Streams and Flumes
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A full‐scale study of Darcy‐Weisbach friction factor for channels vegetated by riparian species
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Flow resistance of flexible vegetation in real‐scale drainage channels
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Comment on ‘Analysis of Manning coefficient for small‐depth flows on vegetated beds’ by R. García Díaz
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Reply to comment on ‘Järvelä J and Aberle J. (2005). Analysis of Manning coefficient for small‐depth flows on vegetated beds. Hydrological Processes 19(19): 3221–3223’
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Investigation on Flow Resistance of Large‐Scale Channels With Unmanaged Spontaneous Vegetation
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Impacts of sediment load on Manning coefficient in supercritical shallow flow on steep slopes
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A soft hydrological monitoring approach for comparing runoff on a network of small poorly gauged catchments
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EVALUATION OF THE EVALUE MODEL FOR ESTIMATING MANNING'S ROUGHNESS IN FURROW IRRIGATION
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The hydraulic description of vegetated river channels: the weaknesses of existing formulations and emerging alternatives
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Implementation of the CAESAR-Lisflood Cellular Automated Landscape Evolution Model to Determine Possible Flood Areas in the Portoviejo River Sub-basin, Coastal Ecuador
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Urban drainage decision model for storm emergency management based on multi-objective optimization
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Discussion: “Tidal variation and flow dynamics in Indian Sundarban based on field observation and numerical models” by Paul et al. (2024), Estuarine, Coastal and Shelf Science, 304, 108851
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The relationship between flow depth and hydraulic parameters for high surface roughness of vegetation stem cover under laboratory simulation
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The links between water profile, net deposition and erosion in the design and performance of stiff grass hedges
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Combined effects of rainfall and flow depth on the resistance characteristics of sheet flow on gentle slopes
inferred← citeshttps://doi.org/10.1016/j.jhydrol.2022.128786openalex-snapshot
Near surface roughness estimation: A parameterization derived from artificial rainfall experiments and two-dimensional hydrodynamic modelling for multiple vegetation coverages
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Analysis of Flow Resistance Equations in Gravel‐Bed Rivers With Intermittent Regimes: Calabrian fiumare Data Set
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Reply to Comment by J. Qin and T. Wu on “Analysis of Flow Resistance Equations in Gravel Bed Rivers With Intermittent Regimes: Calabrian fiumare Data Set”
inferred← citeshttps://doi.org/10.1061/(asce)he.1943-5584.0002225openalex-snapshot
Closure to “Prediction of Flow Resistance in an Open Channel over Movable Beds Using Artificial Neural Network” by Satish Kumar, Jnana Ranjan Khuntia, and Kishanjit Kumar Khatua
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Analysis of the Roughness Coefficient of Overflow in a Drainage Pipeline with Sedimentation
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inferred← citeshttps://doi.org/10.1088/1757-899x/136/1/012082openalex-snapshot
Variations of Roughness Coefficients with Flow Depth of Grassed Swale
inferred← citeshttps://doi.org/10.1109/ictsd.2015.7095845openalex-snapshot
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Evaluation of a Simple Hydraulic Resistance Model Using Flow Measurements Collected in Vegetated Waterways
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Evaluation of Manning's Coefficients for the Al-Adhaim River Basin in Iraq utilizing Modern Techniques
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Modelación hidrológica distribuida basada en esquemas de volúmenes finitos
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