Journal of Irrigation and Drainage Engineering

Papers
(The median citation count of Journal of Irrigation and Drainage Engineering is 1. 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 2022-05-01 to 2026-05-01.)
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 juncea43
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 juncea31
Optimal Sprinkler Spacing for a Mini Center Pivot System19
Design of Tailwater Recovery Systems Accounting for Irrigation System Operation and Performance16
Reliability Assessment of Computational River Models14
Closure to “Transverse Nonuniformity of Air–Water Flow and Lateral Wall Effects in Quasi-Two-Dimensional Hydraulic Jump”11
The Curve Number Method in the 21st Century11
Discussion of “Discharge Coefficient of Symmetrical Stepped and Triangular Labyrinth Side Weirs in a Subcritical Flow Regime”11
Some Insights on Flow over Sharp-Crested Weirs Using Computational Fluid Dynamics: Implications for Enhanced Flow Measurement10
Reviewers10
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
Analytical MSMAR versus Numerical HYDRUS-1D: Comparative Performance Analysis in the Estimation of Soil Water Components9
Discussion of “Comparison of the Self-Organizing Map and the Adaptive Neuro-Fuzzy Inference System in Predicting the Paddy Crop Water Stress Index”9
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 “Hydraulic Properties and Local Scour Downstream of Permeable Grade-Control Structures”8
Numerical Investigation of Scour Reduction around the Circular Pier Using Circular and Octagonal Collars and Sacrificial Piles in a Nonuniform Sediment Bed8
Discharge Coefficient of Symmetrical Stepped and Triangular Labyrinth Side Weirs in a Subcritical Flow Regime8
An Empirical Model for Time to Ponding Accounting for Root Water Uptake8
3D Numerical Study of Scour around a Pile Group in the Staggered Arrangement under Combined Wave-Current Flows7
A Review of Literature on the Scour Process under Different Jets Conditions7
Effect of Polyacrylamide-Based Water Retention and Brackish Water Mixed Application Rates on Soil Evaporation Characteristics7
Discussion of “Velocity Distributions around Blocked Trash Racks” by Mahmoud Zayed7
Steady Flow through Gated Circular Culverts: Hydraulic Operation and Experiments7
Designing Trapezoidal Drip Irrigation Units Laid on Flat Fields7
Yield Equations for Bed-Mounted Infiltration Galleries7
Evapotranspiration Void Space Accounting Method7
Wear Behavior and Vortex Characteristics of Y-Type Screen Filters with Various Inclination Angles and Inlet Flow Velocities: Numerical and Experimental Study6
Soil Water Infiltration Characteristics for Drip Irrigation of Seedlings to Reduce Aeolian Erosion of Sandy Soils6
Limit Saturated Radius under Drip Irrigation at a Constant Applied Flow Rate: Analytical and Empirical Models6
Evaluation of Default, Soil-Specific, and Clay Content Correction Calibration Functions for Dielectric Sensors in Soils with Differing Properties6
Design Emission Uniformity of Horizontal Tapered Drip Laterals from the Normalized Pressure Head Distribution Approach6
Sluice Gate Jamming in Free Discharge6
Discussion of “Discharge Coefficient and Head Loss under Sluice Gates with Small Opening” by Lei Wang and Ming-jun Diao6
Evaporation and Transpiration Components of Crop Evapotranspiration and Growth Parameters of Lettuce Grown under Greenhouse Conditions5
Velocity Distributions in Open Channels and the Calculation of Discharge5
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
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
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
Experimental and Practical Study of a Smart Irrigation System Utilizing the Internet of Things5
Limits of Blue and Green Infrastructures to Adapt Actual Urban Drainage Systems to the Impact of Climate Change5
Anisotropy in Turbulent Flow over Two-Dimensional Fixed Bedforms with Downward Seepage5
Local Scour at Triangular Labyrinth Side Weirs Located on an Alluvial Channel5
Computational Fluid Dynamics–Based Evaluation and Verification of FISP Suspended Sediment Samplers5
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
Machine-Learning Models to Improve Accuracy of Real-Time Reference Evapotranspiration Estimates in an Arid Environment5
Multiobjective Optimal Design and Application of Large-Scale Self-Pressurized Drip Irrigation Network Systems5
Regulation of Planting Structure Considering Irrigation Water, Carbon Emission, and Grain Security in the Yellow River Basin, China, by Using Multisource Data4
Estimation of Scour Depth around an L-Head Groyne in a Coarser Particle Bed Using Nonlinear Regression4
Gray Wolf Optimization for Scheduling Irrigation Water4
Discussion of “Discharge Coefficient and Head Loss under Sluice Gates with Small Opening” by Lei Wang and Ming-jun Diao4
Hydromechanics of the Asymmetric Trapezoidal Piano Key and Labyrinth Weirs4
Center-Pivot Maintenance Trends in the Western United States4
Calibration of Free-Flow Radial Gates with Refined Energy Relations4
Building Resilience into the Public Water Supply System through Targeted Data-Driven Conservation Strategies4
Hydraulic Capacity of Bend Manholes for Supercritical Flow4
Discussion of “CFD Simulations of Conical Central Baffle Flumes” by Ankur Kapoor, Aniruddha D. Ghare, and Avinash M. Badar4
Migration and Deposition Characteristics of Sand Particles on Mesh Filter Surfaces in Water-Saving Irrigation Systems: Evidence from Simulation and Experimental Verification4
Deep Infiltration Model to Quantify Water Use Efficiency of Center-Pivot Irrigated Alfalfa4
Development of the Diversion Runoff Calculator to Estimate Agricultural Water Consumption and Irrigation Diversions at the Field- to Basin-Scale in Northeastern Utah4
Performance Evaluation of Drainage Systems in the Bontanga Irrigation Scheme in the Guinea Savannah Ecological Zone of Ghana4
Prediction of Bed-Load Sediment Using Newly Developed Support-Vector Machine Techniques4
Interception Rate Calculation Method for Inverted Trapezoid Curb Inlets in Urban Roads3
Redistribution Mechanism for Irrigation Water and Salinity in Typical Irrigation and Drainage Unit in the Hetao Irrigation District, China3
Critical Evaluation of Viability of Mini Disc Infiltrometer for Determining the Unsaturated Hydraulic Conductivity Function3
Discussion of “Explicit Solution for Pipe Diameter Problem Using Lambert W-Function”3
Soil Moisture or ET-Based Smart Irrigation Scheduling: A Comparison for Sweet Corn with Sap Flow Measurements3
An Alternative Analytical Approach to Designing Paired Lateral Lines for Microirrigation on Slopes3
Assessing Machine-Learning Performances in Predicting Future Irrigation Demand for Large-Scale Rice Granaries Based on Global Climate Models3
Improving Land-Surface Model Simulations in Irrigated Areas by Incorporating Soil Moisture–Based Irrigation Estimates in Community Land Model3
Discussion of “A Reformed Empirical Equation for the Discharge Coefficient of Free-Flowing Type-A Piano Key Weirs”3
Discussion of “Air–Water Flows and Head Losses on Stepped Spillways with Inclined Steps”3
Deployment of a Smart Irrigation Control System with Capacity-Based Moisture Sensors on a Production Farm3
Discussion of “Testing the Stage-Discharge Relationship in Sloping SMBF Flumes” by Francesco Giuseppe Carollo and Vincenzo Pampalone3
In Memoriam: Luciano Mateos Íñiguez3
Assessing Downstream Heavy Metal Contamination and Risks in the Godavari River Basin: Implications for Irrigation and Water Quality Management3
Discussion of “Probabilistic Assessment for the Capacity of Grate- and Curb-Opening Inlets during Floods”3
Feasibility of Managed Aquifer Recharge in Southwest Kansas3
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
Comparison of Analytical, Multiple Polynomial Regression, and Artificial Neural Networks to Estimate Wetting Parameters for Surface and Buried Drip Irrigation across Three Different Soil Textures3
Accounting for Interference Effects in Furrow Infiltration with Moment Analysis3
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
Vortex Characteristics and Wear Analysis of a Y-Type Screen Filter with Three Different Filter Screens and Cylinder Arc Angles3
Effect of Perforation Arrangement on Entrance Head Loss of Horizontal Drains and Selection Criterion for Permeability of Geotextile Envelope3
Hydrologic Performance of Distributed LID Stormwater Infrastructure on Land Developments under a Changing Climate: Site-Scale Performance Improvements3
Derivation of the Penman–Monteith Equation with the Thermodynamic Approach. II: Numerical Solutions and Evaluation3
Discussion of “Steady Flow through Gated Circular Culverts: Hydraulic Operation and Experiments”3
An Explicit Equation for the Maximum Water Application Depth in Center Pivot Irrigation3
Evapotranspiration and Water Productivity of Microirrigated Wine Grape Vineyards Grown with Different Trellis Systems in the Central Valley of Chile3
Discussion of “Comprehensive Evaluation of Machine Learning Techniques for Hydrological Drought Forecasting” by Muhammad Jehanzaib, Muhammad Bilal Idrees, Dongkyun Kim, and Tae-Woong Kim3
Erratum for “Closure to ‘An Explicit Equation for the Maximum Water Application Depth in Center Pivot Irrigation’”3
Multiobjective Optimization Framework for Irrigation Scheduling under Uncertainty2
Discussion of “Effects of Biochar and Residual Plastic Film on Soil Properties and Root of Flue-Cured Tobacco” by Chao Gao, Xiaohou Shao, Xu Yang, Xiuneng Li, and Wenbo Wu2
Experimental Study of the Time Scale for Local Scour Downstream of Parallel Sluice Gates2
Computational Fluid Dynamics (CFD) Applications in Water-Resources Engineering2
Optimization Design Method of a Large-Scale Multilevel Gravity Drip Irrigation Pipe Network System Based on Atom Search Optimization2
Discussion of “Testing the Stage-Discharge Relationship in Sloping SMBF Flumes” by Francesco Giuseppe Carollo and Vincenzo Pampalone2
Three-Dimensional Numerical Simulation of the Flood-Wave Propagation at a Combining Open-Channel Junction2
Discussion of “Evaluating Dripper-Plants Spacing for Improving Tomato Yield and Water Productivity under the Drip-Irrigation System in the Sudanian Climate in Burkina Faso”2
Modeling Solute Transport in Sprinkler Irrigation Laterals2
The Effect of Spray-Sprinkler Design Parameters on Energy Consumption Using Computational Fluid Dynamics2
Production of Agricultural Water and Nutrients from Brackish Water Sources2
Relationship between Measured and Computed Effective Rainfall Using Field Infiltrometers and CropWat Software under Sugarcane Land–Use System in Tropical Climate2
3D Numerical Simulations of the Bed Evolution at an Open-Channel Junction in Flood Conditions2
Discussion of “Determination of Discharge Distribution in Meandering Compound Channels Using Machine Learning Techniques” by Abinash Mohanta, Arpan Pradhan, and K. C. Patra2
Soil Moisture Content from Spectral Reflectance Using Visible, Near-Infrared, and Short-Wave Infrared Light2
Solar-Thermophysical Irrigation Instrument for Container Plants2
Investigating the Impact of Compound Extremes on Crop Yield Response of Cotton Using DSSAT-CROPGRO-Cotton Crop Simulation Model2
Experimental Investigation of the Emptying Process and Air Cavity Dynamic in Pipelines2
Spatial Variation in Hydrosedimentary Characteristics of the Alaknanda River Basin in the Indian Himalayas: A Field Study2
Influence of Downstream Channel Width on Flow Features in a T-Shaped Open-Channel Confluence2
Effect of Geonet on Scour Downstream of Horizontal Jets2
A Water-Embedded CGE Approach to Economic and Welfare Effects of Agricultural Water Transfer2
Flow-Through Short-Crested Trapezoidal Weirs: Effect of Downstream Slope2
Impact of Calibration Rainfall Limits on the Accuracy of Curve-Number Models2
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 Mourad2
Determining the Effect of Deficit Irrigation Applications on Yield and Quality Parameters in Grapefruit and Economical Assessment2
Design of a Mobile, Field-Scale Rainfall Generator for Urban Runoff Water Quality Studies2
Discussion of “Testing the Stage-Discharge Relationship in Sloping SMBF Flumes” by Francesco Giuseppe Carollo and Vincenzo Pampalone1
An Adaptive Predictive Control Algorithm for Comprehensive Dendritic Canal Systems1
Discussion of “Calibration of Stage–Discharge Relationship for Rectangular Flume with Central Cylindrical Contraction”1
An Integrated Forecast-Simulation System for Intelligent Preseason Farming Decision Support1
Precision Fertilizer and Irrigation Control System Using Open-Source Software and Loose Communication Architecture1
Experimental Study of the Hydraulic Characteristics and Filter Effect of Series Combined Mesh Filters in a Water-Saving Irrigation Head1
Discussion of “Application of AI Approaches to Estimate Discharge Coefficient of Novel Kind of Sharp-Crested V-Notch Weirs”1
Sprinkler Irrigation System Performance in Winter Wheat Fields: A Comprehensive Study1
A Hydraulic Performance Optimization Framework for Rotary Refracting Sprinkler Systems1
Discussion of “Testing the Stage-Discharge Relationship in Sloping SMBF Flumes” by Francesco Giuseppe Carollo and Vincenzo Pampalone1
Discussion of “Effect of Geonet on Scour Downstream of Horizontal Jets”1
Growing Corn and Sugar Beets with Feedlot Effluent, Air Injection, and Subsurface Drip Irrigation System in Western Nebraska1
Closure to “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 Mourad1
An Integrated Multiobjective Optimization Model Considering Water-Balance Processes for Supporting Sustainable Irrigated Agriculture under Shallow Groundwater Environments1
Economic Impact and Decomposition Analysis of Income Change vis-à-vis Drip and Conventional Irrigation Technology in Bananas: A Case Study of the South Gujarat Region in India1
Reviewers1
Discussion of “Calibration of Stage–Discharge Relationship for Rectangular Flume with Central Cylindrical Contraction”1
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 Han1
Revised Energy Losses for Free-Flow Radial Gate Calibration1
Scour Characteristics Downstream of a Gabion Weir1
Low-Head Hydraulic Structures in Irrigation and Drainage Engineering: Challenging Operation and Design Implications1
Reducing Sediment Deposition on Columned Vortex-Settling Basin Floor by Installing Vanes1
Enhancing Water Use Efficiency in Subsurface Drip Irrigated Citrus Trees Using Wrapped Drip Irrigation Lines and Soil Covers1
Closure to “Explicit Solution for Pipe Diameter Problem Using Lambert W-Function”1
Effective Radius of Corrugated Drainage Pipes Wrapped with a Thin Geotextile Envelope1
Hydrochemical Assessment of the Rivers Adada and Obinna in Enugu, Nigeria, for Irrigational Application1
Improving Pivot Ruts with Simple Sprinkler Modifications1
Operation Parameters and Combination Influence for Compensation Effect of Droplet Drift in Crosswind1
Numerical Simulation of Water–Sediment Characteristics in a Trapezoidal Desilting Channel with a Swirling Flow Generator1
Enhancing Soil Water Prediction in Arid Climates Using Multipredictor Machine-Learning Models and SHAP-Based Interpretability1
Comparative Evaluation of Machine-Learning Models for Predicting Daily Evapotranspiration in a Naturally Ventilated Greenhouse1
Air Pocket Expulsion from a Submerged Dropshaft with Inflow1
Assessment of 40 Empirical Models for Estimating Reference Evapotranspiration under the Three Major Climate Zones of Iraq1
Closure to “Testing the Stage-Discharge Relationship in Sloping SMBF Flumes” by Francesco Giuseppe Carollo and Vincenzo Pampalone1
An Improved Dimensional Model for Calculating the Wetting Pattern in Soil under Drip Irrigation1
Midsummer Deficit Irrigation of Alfalfa for Water Conservation in the San Joaquin Valley of California1
Computation of 2D Supercritical Free-Surface Flow in Rectangular Weak Channel Bends1
Fuzzy Number Linear Programming Technique for Design of Rectangular Canals1
Closure to “Local Scour at Triangular Labyrinth Side Weirs Located on an Alluvial Channel” by Mustafa Tunc, Muhammet Emin Emiroglu, and Mustafa Gogus1
Discussion of “Some Insights on Flow over Sharp-Crested Weirs Using Computational Fluid Dynamics: Implications for Enhanced Flow Measurement”1
Effects of Geometrical Parameters on Labyrinth Weir Hydraulics1
Minimum Rainfall for Applying the Curve-Number Method1
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