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 2022-08-01 to 2026-08-01.)
ArticleCitations
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 juncea49
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 juncea34
Optimal Sprinkler Spacing for a Mini Center Pivot System21
Design of Tailwater Recovery Systems Accounting for Irrigation System Operation and Performance17
Closure to “Transverse Nonuniformity of Air–Water Flow and Lateral Wall Effects in Quasi-Two-Dimensional Hydraulic Jump”13
Discussion of “Discharge Coefficient of Symmetrical Stepped and Triangular Labyrinth Side Weirs in a Subcritical Flow Regime”11
Discussion of “Evaluation of Data-Driven and Empirical Models for the Estimation of Sediment Removal Efficiency in Settling Basins”11
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 Han10
The Curve Number Method in the 21st Century10
Reviewers10
Assessing the Effectiveness of Water-Saving Plans at the Farm and Basin Level Using Agrohydrological Modeling and Water-Accounting Approaches9
A Reformed Empirical Equation for the Discharge Coefficient of Free-Flowing Type-A Piano Key Weirs9
Discussion of “Comparison of the Self-Organizing Map and the Adaptive Neuro-Fuzzy Inference System in Predicting the Paddy Crop Water Stress Index”9
Multiobjective Optimization of Clogging Performance in Nonpressure Screen Filters8
Analytical MSMAR versus Numerical HYDRUS-1D: Comparative Performance Analysis in the Estimation of Soil Water Components8
Numerical Investigation of Scour Reduction around the Circular Pier Using Circular and Octagonal Collars and Sacrificial Piles in a Nonuniform Sediment Bed8
Discussion of “Hydraulic Properties and Local Scour Downstream of Permeable Grade-Control Structures”8
Discharge Coefficient of Symmetrical Stepped and Triangular Labyrinth Side Weirs in a Subcritical Flow Regime8
3D Numerical Study of Scour around a Pile Group in the Staggered Arrangement under Combined Wave-Current Flows7
Experimental Study on Piano Key Weirs of an Ogee Outlet Key for Enhancement in Discharge Capacity7
Evapotranspiration Void Space Accounting Method7
An Empirical Model for Time to Ponding Accounting for Root Water Uptake7
Yield Equations for Bed-Mounted Infiltration Galleries7
Designing Trapezoidal Drip Irrigation Units Laid on Flat Fields7
A Review of Literature on the Scour Process under Different Jets Conditions7
Discussion of “Velocity Distributions around Blocked Trash Racks” by Mahmoud Zayed7
Steady Flow through Gated Circular Culverts: Hydraulic Operation and Experiments7
Wear Behavior and Vortex Characteristics of Y-Type Screen Filters with Various Inclination Angles and Inlet Flow Velocities: Numerical and Experimental Study6
Velocity Distributions in Open Channels and the Calculation of Discharge6
Limit Saturated Radius under Drip Irrigation at a Constant Applied Flow Rate: Analytical and Empirical Models6
Effect of Polyacrylamide-Based Water Retention and Brackish Water Mixed Application Rates on Soil Evaporation Characteristics6
Discussion of “Discharge Coefficient and Head Loss under Sluice Gates with Small Opening” by Lei Wang and Ming-jun Diao6
Sluice Gate Jamming in Free Discharge6
Design Emission Uniformity of Horizontal Tapered Drip Laterals from the Normalized Pressure Head Distribution Approach6
Machine-Learning Models to Improve Accuracy of Real-Time Reference Evapotranspiration Estimates in an Arid Environment5
Center-Pivot Maintenance Trends in the Western United States5
Evaporation and Transpiration Components of Crop Evapotranspiration and Growth Parameters of Lettuce Grown under Greenhouse Conditions5
Experimental and Practical Study of a Smart Irrigation System Utilizing the Internet of Things5
Discussion of “Maximizing Irrigated Maize Productivity: Evaluating the Impact of Deficit Irrigation and Nitrogen Rates on Growth, Yield, and Water-Use Efficiency in Southwest Ethiopia”5
Numerical Investigation of the Plunging and Vortex-Flow Regimes Occurring in Drop Shafts with a Tangential Intake5
Discussion of “Local Scour at Triangular Labyrinth Side Weirs Located on an Alluvial Channel” by Mustafa Tunc, Muhammet Emin Emiroglu, and Mustafa Gogus5
Migration and Deposition Characteristics of Sand Particles on Mesh Filter Surfaces in Water-Saving Irrigation Systems: Evidence from Simulation and Experimental Verification5
Comparative Performance of the Jaya Algorithm and NSGA-II in Multiobjective Irrigation Water Resource Planning5
Reliability Analysis of Water Supply Channels for Conveying Design Flow5
Computational Fluid Dynamics–Based Evaluation and Verification of FISP Suspended Sediment Samplers5
Multiobjective Optimal Design and Application of Large-Scale Self-Pressurized Drip Irrigation Network Systems5
Estimation of Scour Depth around an L-Head Groyne in a Coarser Particle Bed Using Nonlinear Regression5
Discussion of “Prediction of Maximum Scour Depth near Spur Dikes in Uniform Bed Sediment Using Stacked Generalization Ensemble Tree-Based Frameworks” by Manish Pandey, Mehdi Jamei, Masoud Karbasi, Ima5
Soil Water Infiltration Characteristics for Drip Irrigation of Seedlings to Reduce Aeolian Erosion of Sandy Soils5
Limits of Blue and Green Infrastructures to Adapt Actual Urban Drainage Systems to the Impact of Climate Change5
Prediction of Bed-Load Sediment Using Newly Developed Support-Vector Machine Techniques4
Deep Infiltration Model to Quantify Water Use Efficiency of Center-Pivot Irrigated Alfalfa4
Optimizing Venturi Flume Design for Sustainable Water Management: Bridging Flow Accuracy and Aeration Efficiency through Experimental and Machine-Learning Approaches4
Discussion of “A Reformed Empirical Equation for the Discharge Coefficient of Free-Flowing Type-A Piano Key Weirs”4
Discussion of “Discharge Coefficient and Head Loss under Sluice Gates with Small Opening” by Lei Wang and Ming-jun Diao4
Dynamic Response Relationship between Geometric Parameters and Flow Characteristics of Curved Energy Dissipation Basins4
Building Resilience into the Public Water Supply System through Targeted Data-Driven Conservation Strategies4
Calibration of Free-Flow Radial Gates with Refined Energy Relations4
Performance Evaluation of Drainage Systems in the Bontanga Irrigation Scheme in the Guinea Savannah Ecological Zone of Ghana4
An Alternative Analytical Approach to Designing Paired Lateral Lines for Microirrigation on Slopes4
Evapotranspiration and Water Productivity of Microirrigated Wine Grape Vineyards Grown with Different Trellis Systems in the Central Valley of Chile4
Hydraulic Capacity of Bend Manholes for Supercritical Flow4
Anisotropy in Turbulent Flow over Two-Dimensional Fixed Bedforms with Downward Seepage4
Regulation of Planting Structure Considering Irrigation Water, Carbon Emission, and Grain Security in the Yellow River Basin, China, by Using Multisource Data4
Head Loss Prediction Model for a Pontoon Mesh Rotary Filter Based on Dimensional Analysis4
Discussion of “CFD Simulations of Conical Central Baffle Flumes” by Ankur Kapoor, Aniruddha D. Ghare, and Avinash M. Badar4
Comparison of Analytical, Multiple Polynomial Regression, and Artificial Neural Networks to Estimate Wetting Parameters for Surface and Buried Drip Irrigation across Three Different Soil Textures4
Hydromechanics of the Asymmetric Trapezoidal Piano Key and Labyrinth Weirs4
Assessing Downstream Heavy Metal Contamination and Risks in the Godavari River Basin: Implications for Irrigation and Water Quality Management3
Discussion of “Explicit Solution for Pipe Diameter Problem Using Lambert W-Function”3
Feasibility of Managed Aquifer Recharge in Southwest Kansas3
Discussion of “Probabilistic Assessment for the Capacity of Grate- and Curb-Opening Inlets during Floods”3
An Explicit Equation for the Maximum Water Application Depth in Center Pivot Irrigation3
Discussion of “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
Closure to “Comparative Evaluation of Machine-Learning Models for Predicting Daily Evapotranspiration in a Naturally Ventilated Greenhouse”3
Erratum for “Closure to ‘An Explicit Equation for the Maximum Water Application Depth in Center Pivot Irrigation’”3
Assessing Machine-Learning Performances in Predicting Future Irrigation Demand for Large-Scale Rice Granaries Based on Global Climate Models3
Interception Rate Calculation Method for Inverted Trapezoid Curb Inlets in Urban Roads3
Discussion of “Comprehensive Evaluation of Machine Learning Techniques for Hydrological Drought Forecasting” by Muhammad Jehanzaib, Muhammad Bilal Idrees, Dongkyun Kim, and Tae-Woong Kim3
Improving Land-Surface Model Simulations in Irrigated Areas by Incorporating Soil Moisture–Based Irrigation Estimates in Community Land Model3
Discussion of “Air–Water Flows and Head Losses on Stepped Spillways with Inclined Steps”3
In Memoriam: Luciano Mateos Íñiguez3
Development of the Diversion Runoff Calculator to Estimate Agricultural Water Consumption and Irrigation Diversions at the Field- to Basin-Scale in Northeastern Utah3
Discussion of “Steady Flow through Gated Circular Culverts: Hydraulic Operation and Experiments”3
Discussion of “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
Accounting for Interference Effects in Furrow Infiltration with Moment Analysis3
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