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 2020-05-01 to 2024-05-01.)
ArticleCitations
Irrigation Scheduling Approaches and Applications: A Review92
Comparative Study of Time Series Models, Support Vector Machines, and GMDH in Forecasting Long-Term Evapotranspiration Rates in Northern Iran50
Prediction of Maximum Scour Depth near Spur Dikes in Uniform Bed Sediment Using Stacked Generalization Ensemble Tree-Based Frameworks37
Time-Series Prediction of Streamflows of Malaysian Rivers Using Data-Driven Techniques30
Comprehensive Evaluation of Machine Learning Techniques for Hydrological Drought Forecasting25
Influence of Cohesion on Scour at Piers Founded in Clay–Sand–Gravel Mixtures24
Comparison of Orange Orchard Evapotranspiration by Eddy Covariance, Sap Flow, and FAO-56 Methods under Different Irrigation Strategies20
Sediment Movement over Type A Piano Key Weirs16
Deficit Irrigation on Tomato Production in a Greenhouse Environment: A Review16
Expert System for Determining Discharge Coefficients for Inclined Slide Gates Using Genetic Programming15
Comparing Fuzzy SARSA Learning and Ant Colony Optimization Algorithms in Water Delivery Scheduling under Water Shortage Conditions14
Application of Particle Densimetric Froude Number for Evaluating the Maximum Culvert Scour Depth14
Discharge Coefficients for Rectangular Broad-Crested Gabion Weirs: Experimental Study12
Bivariate Drought Characterization of Two Contrasting Climatic Regions in India Using Copula12
Multiobjective Optimization of Agricultural Planning Considering Climate Change Impacts: Minab Reservoir Upstream Watershed in Iran11
Scour Downstream of a Piano Key Weir with and without a Solid Apron11
Experimental and Numerical Investigations of Flow over and under Weir-Culverts with a Downstream Ramp10
Effect of Sodicity on Soil–Water Retention and Hydraulic Properties10
Air Entrainment Mechanism in the Vortex Structure: Experimental Study10
Application of Hybrid Flow Data and Dimensional Analysis to Gated-Culvert Flow Estimation10
Transitional Flow Analysis at Prototype Gated Spillways in South Florida9
Practical Silt Fence Design Enhancements for Effective Dewatering and Stability9
Development of a New Practical Formula for Pipe-Sizing Problems within the Framework of a Hybrid Computational Strategy9
Essential Considerations in Applying the Curve-Number Method9
Cylindrical Central Baffle Flume for Flow Measurements in Open Channels9
Prediction of Pressure–Discharge Curves of Trapezoidal Labyrinth Channels from Nonlinear Regression and Artificial Neural Networks9
Optimization of Operation Strategies for an Interbasin Water Diversion System Using an Aggregation Model and Improved NSGA-II Algorithm9
Improving the Drainage and Irrigation Efficiency of Lowland Soils: Land-Forming Options for Southern Brazil9
Effects of Perforation Geometry on Pipe Drainage in Agricultural Lands8
Zonal and Overall Discharge Prediction Using Momentum Exchange in Smooth and Rough Asymmetric Compound Channel Flows8
Evaporation Losses and Evapotranspiration Dynamics in Overhead Sprinkler Irrigation8
Numerical Assessment of the Performance of Bed Water Jets in Submerged Hydraulic Jumps8
Discussion of “Comparative Study of Time Series Models, Support Vector Machines, and GMDH in Forecasting Long-Term Evapotranspiration Rates in Northern Iran” by Afshin Ashrafzadeh, Ozgur Kişi, Pouya A7
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 Pham7
Evaluating the Performance of Self-Organizing Maps to Estimate Well-Watered Canopy Temperature for Calculating Crop Water Stress Index in Indian Mustard ( Brassica juncea 7
Compost for Permanent Vegetation Establishment and Erosion Control along Highway Embankments7
Modeling Solute Transport in the WinSRFR Surface Irrigation Software7
Methodology for Determining the Emitter Local Head Loss in Drip Irrigation Systems7
Temporal Soil Dynamics in Bioinfiltration Systems6
Effects of Geometrical Parameters on Labyrinth Weir Hydraulics6
Mapping Drainage Ditches in Forested Landscapes Using Deep Learning and Aerial Laser Scanning6
On the Impact of Bed-Bathymetry Resolution and Bank Vegetation on the Flood Flow Field of the American River, California: Insights Gained Using Data-Driven Large-Eddy Simulation6
Gray Wolf Optimization for Scheduling Irrigation Water6
Evaluating Sensitivity to Clogging by Solid Particles in Irrigation Emitters: Assessment of a Laboratory Protocol6
Evaluating Soil Water Redistribution under Mobile Drip Irrigation, Low-Elevation Spray Application, and Low-Energy Precision Application Using HYDRUS6
Application of AI Approaches to Estimate Discharge Coefficient of Novel Kind of Sharp-Crested V-Notch Weirs6
The Bell-Shaped Unit Hydrograph for Overland Planes6
Minor Losses through Start Connectors in Microirrigation Laterals: Dimensional Analysis and Artificial Neural Networks Approaches6
An Adaptive Predictive Control Algorithm for Comprehensive Dendritic Canal Systems6
Updated Canonical Rainfall Distributions in the United States6
Discussion of “Channel Flow Measurement Using Portable Conical Central Baffle” by Ankur Kapoor, Aniruddha D. Ghare, Avinash D. Vasudeo, and Avinash M. Badar6
Scour around Double-Winged Log Frames under Clear Water Condition6
Development of Aerial Photos and LIDAR Data Approaches to Map Spatial and Temporal Evolution of Ditch Networks in Peat-Dominated Catchments6
Deficiencies in the Curve Number Method6
Reducing Sediment Deposition on Deflector in Vortex Settling Basins5
Hydraulic Design of the Center-Pivot Irrigation System for Gradually Decreasing Sprinkler Spacing5
Unsteady Stage-Discharge Relationships for Sharp-Crested Weirs5
Dynamics of Water Allocation: Tradeoffs between Allocator’s and Farmers’ Benefits of Irrigation Practices5
Optimization Method for a Lap-Assembled Parabolic Concrete Channel Structure5
Reduction of the Flow Separation Zone at Combining Open-Channel Junction by Applying Alternate Suction and Blowing5
Evaluation of Forecast Reference Evapotranspiration for Different Microclimate Regions in California to Enable Prospective Irrigation Scheduling5
Influence of Saline Water Irrigation on Root Distribution, Wheat Yield, and Soil Salinity5
Evapotranspiration and Water Stress Coefficient for Deficit-Irrigated Maize5
Model Development for Estimation of Sediment Removal Efficiency of Settling Basins Using Group Methods of Data Handling5
Prediction of Bed-Load Sediment Using Newly Developed Support-Vector Machine Techniques5
Hydraulic Performance Evaluation of Wattles Used for Erosion and Sediment Control5
Simulation and Optimization of Venturi Injector by Machine Learning Algorithms5
Linking the Kinetic Energy Fraction and Equivalent Length Method for Trickle Irrigation Design Under Local Losses5
Stage-Discharge Relationship for Weir–Orifice Structure Located at the End of Circular Open Channels5
Closure to “Channel Flow Measurement Using Portable Conical Central Baffle” by Ankur Kapoor, Aniruddha D. Ghare, Avinash D. Vasudeo, and Avinash M. Badar5
Determination of Discharge Distribution in Meandering Compound Channels Using Machine Learning Techniques4
Turbulent Flow in a Central Vertical Slot Fishway: Numerical Assessment with RANS and LES Schemes4
Soil Moisture or ET-Based Smart Irrigation Scheduling: A Comparison for Sweet Corn with Sap Flow Measurements4
Characteristics of Water Surface Profile over Rectangular Side Weir for Supercritical Flows4
Three-Dimensional Numerical Modeling of Urban Green Stormwater Infrastructure Curb Inlets4
Numerical Investigation of the Plunging and Vortex-Flow Regimes Occurring in Drop Shafts with a Tangential Intake4
Calibration of Stage–Discharge Relationship for Rectangular Flume with Central Cylindrical Contraction4
Stability Criterion for Uniform Flow in Open Channel Cross Sections with Different Shapes4
Effects of Biochar and Residual Plastic Film on Soil Properties and Root of Flue-Cured Tobacco4
Cross-Beam Dissipators in Abruptly Expanding Channels: Experimental Analysis of Flow Patterns4
Sustainable Residential Landscapes in Florida: Controlled Comparison of Traditional versus Florida-Friendly Landscaping4
Submerged Flow over Barrage Weirs: A Computational Fluid Dynamics Model Study4
Experimental Investigation of Curved Trash Screens4
Minimum Rainfall for Applying the Curve-Number Method4
Experimental Study of the Hydraulic Performance of Continuous Transverse Grates4
Modified Model for Simulating Water Flow in Furrow Irrigation4
Discussion of “Cylindrical Central Baffle Flume for Flow Measurement in Open Channels” By Aniruddha D. Ghare, Ankur Kapoor, and Avinash M. Badar4
Physical, Analytical, and CFD Models of a Long-Throated Flume3
Discharge Coefficient and Head Loss under Sluice Gates with Small Opening3
Application of the Curve-Number Method for Varying Rainfall Amounts3
Development and Evaluation of Lamella Settlers Combined with Electrocoagulation for Treating Suspended Sediment3
Water Requirements for Cooling Artificial Turf3
Hydrological Assessment of Experimental Behaviors for Different Drainage Methods in Sports Fields3
Closure to “Comparative Study of Time Series Models, Support Vector Machines, and GMDH in Forecasting Long-Term Evapotranspiration Rates in Northern Iran” by Afshin Ashrafzadeh, Ozgur Kişi, Pouya Aghe3
Experimental Investigation of One-Cycle Triangular Labyrinth Weirs with an Upstream Pool3
A Reformed Empirical Equation for the Discharge Coefficient of Free-Flowing Type-A Piano Key Weirs3
Local Energy Losses for Wave-Type Flows at Abrupt Bottom Changes3
Assessment of Groundwater Quality under Changing Climate in Ngorongoro Conservation Area, Tanzania3
Improvement in the Estimation of Daily Net Surface Radiation in China3
Hydrochemical Assessment of the Rivers Adada and Obinna in Enugu, Nigeria, for Irrigational Application3
Evaluation of Minor Losses in Connectors Used in Microirrigation Subunits Using Machine Learning Techniques3
Explicit Solution for Pipe Diameter Problem Using Lambert W -Function3
Direct Solutions for Uniform Flow Parameters of Wide Rectangular and Triangular Sections3
Probabilistic Assessment for the Capacity of Grate- and Curb-Opening Inlets during Floods3
Hydraulic Capacity of Bend Manholes for Supercritical Flow3
Fuzzy Number Linear Programming Technique for Design of Rectangular Canals3
Numerical Modeling of Soil Water–Heat Transport under Oxo-Biodegradable Film Mulch and the Optimal Mulching Period3
Irrigation Scheduling of Walnut Seedlings Using HYDRUS-1D and Taguchi Optimization Approach3
Testing the Stage-Discharge Relationship in Sloping SMBF Flumes3
Approximate Method for Evaluating the Drainage Process of an Urban Pipe Network with Unavailable Data3
Flow Characteristics of a Drop Manhole with an Internal Hanging Baffle Wall in a Storm Drainage System: Numerical and Experimental Modeling3
Retaining Performance of Four Types of Drainage Ditch on Phosphorus: Field Work3
Evapotranspiration and Water Productivity of Microirrigated Wine Grape Vineyards Grown with Different Trellis Systems in the Central Valley of Chile3
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