Journal of Irrigation and Drainage Engineering

Papers
(The TQCC of Journal of Irrigation and Drainage Engineering is 3. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-04-01 to 2025-04-01.)
ArticleCitations
Discussion of “Some Insights on Flow over Sharp-Crested Weirs Using Computational Fluid Dynamics: Implications for Enhanced Flow Measurement”41
Modeling and Control of Pipeline Networks Supplied by Automated Irrigation Channels32
Scour Characteristics Downstream of a Gabion Weir26
Flow Decomposition Method Based on Computational Fluid Dynamics for Rock Weir Head-Discharge Relationship25
Comparison of Seepage Models Applied to Design of Trapezoidal Infiltration Trenches and Basins20
Hydraulic Properties and Local Scour Downstream of Permeable Grade-Control Structures18
Deep Infiltration Model to Quantify Water Use Efficiency of Center-Pivot Irrigated Alfalfa18
Discussion of “Time-Series Prediction of Streamflows of Malaysian Rivers Using Data-Driven Techniques” by Siraj Muhammed Pandhiani, Parveen Sihag, Ani Bin Shabri, Balraj Singh, and Quoc Bao Pham16
Effects of Bed Material and Downstream Flow Depth on the Evolution of Bed in a Right-Angled Open-Channel Confluence12
Characteristics of Water Surface Profile over Rectangular Side Weir for Supercritical Flows12
Regulation of Planting Structure Considering Irrigation Water, Carbon Emission, and Grain Security in the Yellow River Basin, China, by Using Multisource Data10
Sensitivity Analysis of AquaCrop Model for Winter Wheat in Different Water Supply Conditions10
OptGate: A New Tool to Design and Analyze the Performance of Conventional and Self-Compensating Gated Pipe Systems10
Discussion of “Evaluating the Performance of Self-Organizing Maps to Estimate Well-Watered Canopy Temperature for Calculating Crop Water Stress Index in Indian Mustard ( Brassica juncea9
Discussion of “Determination of Discharge Distribution in Meandering Compound Channels Using Machine Learning Techniques” by Abinash Mohanta, Arpan Pradhan, and K. C. Patra9
Discussion of “Discharge Coefficient of Symmetrical Stepped and Triangular Labyrinth Side Weirs in a Subcritical Flow Regime”9
Computational Fluid Dynamics (CFD) Applications in Water-Resources Engineering9
Calibration of Free-Flow Radial Gates with Refined Energy Relations8
Mobile Application Project for Conilon Coffee Irrigation Management7
Anisotropy in Turbulent Flow over Two-Dimensional Fixed Bedforms with Downward Seepage7
Discussion of “Analytical Methodology for the Discharge-Stage Relation of Flexible Shape Palmer-Bowlus Flumes” by Sara Todeschini, Sauro Manenti, Francesco Volponi, and Carlo Ciaponi7
Smooth Mixed-Geometry Transitions in Water-Supply Canals7
Center-Pivot Maintenance Trends in the Western United States7
Grate Inlet Hydraulic Efficiency with Varying Porous Asphalt Aprons7
Closure to “Application of AI Approaches to Estimate Discharge Coefficient of Novel Kind of Sharp-Crested V-Notch Weirs”6
Closure to “Transverse Nonuniformity of Air–Water Flow and Lateral Wall Effects in Quasi-Two-Dimensional Hydraulic Jump”6
Closure to “Discharge Coefficients for Rectangular Broad-Crested Gabion Weirs: An Experimental Study” by Farzin Salmasi, Nastaran Sabahi, and John Abraham6
Discussion of “Application of AI Approaches to Estimate Discharge Coefficient of Novel Kind of Sharp-Crested V-Notch Weirs”6
A Real-Time Refined Roughness Estimation Framework for the Digital Twin Model Calibration of Irrigation Canal Systems6
The Curve Number Method in the 21st Century6
Automatic Flushing Strainer-Type Filter: A Method for Actual Filtration Grade Assessment6
Reviewers6
Discussion of “Local Energy Losses for Wave-Type Flows at Abrupt Bottom Changes” by Nihat Eroğlu and Kerem Taştan6
Closure to “Evaluating the Performance of Self-Organizing Maps to Estimate Well-Watered Canopy Temperature for Calculating Crop Water Stress Index in Indian Mustard ( Brassica juncea5
Reliability Assessment of Computational River Models5
Examination of Temporal Variation in the Physiological Parameters of Olive Trees in Various Deficit Irrigation Strategies5
Assessment of 40 Empirical Models for Estimating Reference Evapotranspiration under the Three Major Climate Zones of Iraq5
Investigating the Impact of Compound Extremes on Crop Yield Response of Cotton Using DSSAT-CROPGRO-Cotton Crop Simulation Model5
Optimal Sprinkler Spacing for a Mini Center Pivot System5
Design of Tailwater Recovery Systems Accounting for Irrigation System Operation and Performance5
Simulation of Airborne Transport with a Simplified Drift-Flux Model5
Effects of Air–Water Interaction on Water Consumption, Fruit Yield, and Quality of Drip-Irrigated Processing Tomatoes5
Canal Controllability Identification Based on Automation Theory to Improve Water Delivery Efficiency in Irrigation Canal Systems5
Routing Field Channels through a Tertiary Unit with Heterogeneous Fields5
Partitioning Daily Streamflows for Curve Number Calibrations5
Precision Fertilizer and Irrigation Control System Using Open-Source Software and Loose Communication Architecture5
Some Insights on Flow over Sharp-Crested Weirs Using Computational Fluid Dynamics: Implications for Enhanced Flow Measurement5
Quantitative Analysis of Concrete Lining Damage in Field Canals by Frost Heave Using a Water–Heat–Mechanical Coupling Model5
Three-Dimensional Numerical Simulation of the Flood-Wave Propagation at a Combining Open-Channel Junction5
Migration and Deposition Characteristics of Sand Particles on Mesh Filter Surfaces in Water-Saving Irrigation Systems: Evidence from Simulation and Experimental Verification5
Discussion of “Some Insights on Flow over Sharp-Crested Weirs Using Computational Fluid Dynamics: Implications for Enhanced Flow Measurement”5
Simulation-Based Approach for Automatic Drainage Water Management and Subirrigation Strategy Considering Field Water Table Depths4
Development of Aerial Photos and LIDAR Data Approaches to Map Spatial and Temporal Evolution of Ditch Networks in Peat-Dominated Catchments4
Cross-Beam Dissipators in Abruptly Expanding Channels: Experimental Analysis of Flow Patterns4
Discharge Characteristics of a Novel Inclined-Bed Triangular Side Weir in Subcritical Flow4
Experimental Study on Local Scour Downstream of Arced Piano-Key Weirs4
Air Pocket Expulsion from a Submerged Dropshaft with Inflow4
Gray Wolf Optimization for Scheduling Irrigation Water4
Performance Analysis of the Doho Rice Irrigation Scheme in Uganda3
Dynamics of Water Allocation: Tradeoffs between Allocator’s and Farmers’ Benefits of Irrigation Practices3
Closure to “Direct Solutions for Uniform Flow Parameters of Wide Rectangular and Triangular Sections” by Ahmed A. Lamri, Said M. Easa, Mohamed T. Bouziane, Mohammad Bijankhan, and Yan-Cheng Han3
Effect of Clearwater Scour on the Flow Field at a Single Bendway Weir: Two-Dimensional Numerical Modeling Supported by Flume Data3
Discussion of “Flow-Through Short-Crested Trapezoidal Weirs: Effect of Downstream Slope”3
Performance Evaluation of Drainage Systems in the Bontanga Irrigation Scheme in the Guinea Savannah Ecological Zone of Ghana3
Comparison of Erosion Control Products Using an ASTM D6459 Rainfall Simulator: Insights and Suggestions3
Hydrologic versus Hydraulic Rainfall–Runoff Modeling of New Jersey Watersheds3
Closure to “Testing the Stage-Discharge Relationship in Sloping SMBF Flumes” by Francesco Giuseppe Carollo and Vincenzo Pampalone3
Velocity Distributions around Blocked Trash Racks3
Determination of Water Requirement and Crop Coefficient for Sugarcane Using Lysimeter Experiment under Semiarid Climatic Conditions of Ethiopia3
Erratum for “Essential Considerations in Applying the Curve-Number Method” by David A. Chin3
SILTspread: Performance-Based Approach for the Design and Installation of Silt Fence Sediment Barriers3
Closure to “CFD Simulations of Conical Central Baffle Flumes” by Ankur Kapoor, Aniruddha D. Ghare, and Avinash M. Badar3
Deep-Learning Segmentation of Clogging Patterns of Cylindrical Drip Emitters with Varied Geometric Features3
Discussion of “Testing the Stage-Discharge Relationship in Sloping SMBF Flumes” by Francesco Giuseppe Carollo and Vincenzo Pampalone3
Discussion of “Explicit Solution for Pipe Diameter Problem Using Lambert W-Function”3
Discussion of “Prediction of Bed-Load Sediment Using Newly Developed Support-Vector Machine Techniques”3
Discussion of “Soil Moisture or ET-Based Smart Irrigation Scheduling: A Comparison for Sweet Corn with Sap Flow Measurements” by Gadson Asiimwe, Hadi Jaafar, Mustapha Haidar, and Roya Mourad3
Discussion of “Expert System for Determining Discharge Coefficients for Inclined Slide Gates Using Genetic Programming” by Farzin Salmasi and John Abraham3
Harmonic Function for 3D Warped Transition Geometry and Its Practical Use3
Prediction of Bed-Load Sediment Using Newly Developed Support-Vector Machine Techniques3
Determining the Effect of Deficit Irrigation Applications on Yield and Quality Parameters in Grapefruit and Economical Assessment3
Discussion of “CFD Simulations of Conical Central Baffle Flumes” by Ankur Kapoor, Aniruddha D. Ghare, and Avinash M. Badar3
Triangular Ditch of Fastest Infiltration into Porous Substratum3
Simple Method for Determining the Emitter Discharge Rate in the Reclamation of Takyric Solonetz with Drip Irrigation3
Assessment of Three Different Irrigation Scenarios of Banana Water Requirement for Better Management of Groundwater3
Reviewers3
Discussion of “Unsteady Stage-Discharge Relationships for Sharp-Crested Weirs” by Firouz Ghasemzadeh, Salah Kouchakzadeh, and Gilles Belaud3
Evapotranspiration and Water Productivity of Microirrigated Wine Grape Vineyards Grown with Different Trellis Systems in the Central Valley of Chile3
Discussion of “Local Scour at Triangular Labyrinth Side Weirs Located on an Alluvial Channel” by Mustafa Tunc, Muhammet Emin Emiroglu, and Mustafa Gogus3
Soil Moisture Content from Spectral Reflectance Using Visible, Near-Infrared, and Short-Wave Infrared Light3
Three-Dimensional Numerical Modeling of Urban Green Stormwater Infrastructure Curb Inlets3
0.082165002822876