2009 ANNUAL INDEX Civil Engineering Database Subject Heading Index The Civil Engineering Database (CEDB) is Air temperature Automation designed to provide free, easy bibliographic Estimating Reference Evapotranspiration Using Simulation of a Collective Solid-Set Sprinkler Irri- access to all ASCE publications. The database Limited Weather Data — Slavisa Trajkovic and gation Controller for Optimum Water covers ASCE documents published since 1970. It Srdjan Kolakovic; 135 (4), 443-9 (2009). Productivity — N. Zapata, E. Playan, A. Skhiri, provides access to all the journais, conference Algorithms and J. Burguete; 135 (1), 13-24 (2009). proceedings, books, — standards, = manuals, Pivoting Strategies in the Solution of the Saint- Evaluation of Closed-Loop Site-Specific Irrigation magazines, and newspapers. The index terms Venant Equations — Dario J. Canelon; 135 (1), with Wireless Sensor Network — Y. Kim, R. G. below were assigned to papers published in this 96-101 (2009). Evans, and W. M. Iversen; 135 (1), 25-31 (2009). journal during 2009 from a CEDB subject Irrigation System Modernization: Case Study of the Analytical techniques heading list. The CEDB and subject heading list Middle Rio Grande Valley — David Gensler, Simplified Method for Sizing Laterals with Two or can be accessed on the Web_= at Ramchand Oad, and Kristoph-Dietrich Kinzli; More Diameters — Muluneh Yitayew; 135 (1), http://cedb.asce.org/. 135 (2), 169-76 (2009). 111-4 (2009). Base flow Flow Depletion Induced by Pumping Well from Africa Stream Perpendicularly Intersecting Case Study: Evaluation of Streamflow Partitioning Simulating Water Management and Supply Effects Impermeable/Recharge Boundary — Sushil K. Methods — Amir P. Nejadhashemi, Adel Shir- at the Office du Niger Collective Canal Irrigation Singh; 135 (4), 499-504 (2009). mohammadi, Joseph M. Sheridan, Hubert J. Scheme — Klaartje Vandersypen, Dirk Raes, Montas, and Kyle R. Mankin; 135 (6), 791-801 and Jean-Yves Jamin; 135 (1), 50-7 (2009). Aquifers (2009). Simple Model for Analyzing Transient Pumping Agriculture from Two Aquifers without Cross Flow — Best Management Practice Effects of Different Levels of Irrigation Water Sa- Sushil K. Singh; 135 (1), 102-7 (2009). Performance of a Bioretention Area and a Level linity and Leaching on Yield and Yield Compo- Spreader-Grass Filter Strip at Two Highway Kernel Method for Transient Rate and Volume of Sites in North Carolina — D. E. Line and W. F. nents of Wheat in an Arid Region — Behrouz Well Discharge under Constant Drawdown — Hunt; !35 (2), 217-24 (2009). Mostafazadeh-Fard, Hamed Mansouri, Sayed- Sushil K. Singh; 135 (2), 252-6 (2009). Farhad Mousavi, and Mohammad Feizi; 135 (1), Slope Interrupter Best Management Practice Ex- 32-8 (2009). Drawdown due to Temporally Varying Pumping periments on a Tilting Soil Bed with Simulated Discharge: Inversely Estimating Aquifer Rainfall — R. Edward Beighley and Julio R. Simulating Water Management and Supply Effects Parameters — Sushil K. Singh; 135 (2), 257-60 Valdes; 135 (4), 480-6 (2009). at the Office du Niger Collective Canal Irrigation (2009). Graphical Sizing of Small Single-Outlet Detention Scheme Klaartje Vandersypen, Dirk Raes, Generalized Analytical Solutions for Groundwater Basins in the Semiarid Southwest — David C. and Jean-Yves Jamin; 135 (1), 50-7 (2009). Head in a Horizontal Aquifer in the Presence of Froehlich; 135 (6), 779-90 (2009). Prototype Geographic Information System for Ag- Subsurface Drains — Sushil K. Singh; 135 (3), Calibration ricultural Water Quality Management Using 295-302 (2009). Transitional Flow between Orifice and Nonorifice CropSyst — Kamel Didan and Muluneh Drawdown due to Pumping a Partially Penetrating Regimes at a Rectangular Sluice Gate — Omar Yitayew; 135 (1), 58-67 (2009). Large-Diameter Well Using MODFLOW — Alminagorta and Gary P. Merkley; 135 (3), Effect of Preharvest Deficit Irrigation on Second Sushil K. Singh; 135 (3), 388-92 (2009). 382-7 (2009). Crop Watermelon Grown in an Extremely Hot Flow Depletion Induced by Pumping Well from Field Calibration of Submerged Sluice Gates in Ir- Climate — Halil Kirnak, Ergiin Dogan, Liitfiye Stream Perpendicularly Intersecting rigation Canals — David Lozano, Luciano Ma- Bilgel, and Kudret Berakatoglu; 135 (2), 141-8 Impermeable/Recharge Boundary — Sushil K. teos, Gary P. Merkley, and Albert J. Clemmens; (2009). Singh; 135 (4), 499-504 (2009). 135 (6), 763-72 (2009). Relationship between the Storage Coefficient and Aquifer Parameter Estimation for a Constant-Flux Canals the Soil-Water Retention Curve in Subsurface Test Performed in a Radial Two-Zone Aquifer — Reducing Water Seepage with Anionic Polyacryla- Agricultural Drainage Systems: Water Table Hund-Der Yeh, Chun-Hao Chang, and Yen-Ju mide: Application Methods and Turbidity Drawdown — Carlos Fuentes, Manuel Zavala, Chen; 135 (5), 693-703 (2009). Effects — Brian T. Story, Michael A. Urynow- and Heber Saucedo; 135 (3), 279-85 (2009). Arid lands icz, Drew W. Johnson, and Jessica A. Morris: Generalized Analytical Solutions for Groundwater New Methodology for the Risk Analysis and Eco- 135 (1), 87-95 (2009). Head in a Horizontal Aquifer in the Presence of nomic Impact Assessment of Agricultural Least-Cost and Most Efficient Channel Cross Subsurface Drains — Sushil K. Singh; 135 (3), Droughts — F. Mannocchi, F. Todisco, and L. Sections — Gerald E. Blackler and James C. Y. 295-302 (2009). Vergni; 135 (5), 643-53 (2009). Guo; 135 (2), 248-51 (2009). Estimation of Crop Coefficients Using Satellite Re- Operative Approach to Agricultural Drought Risk Evaluation of the Water Delivery Performance of mote Sensing — Ramesh K. Singh and Ayse Management — F. Todisco, L. Vergni, and F. the Menemen Left Bank Irrigation System Using Irmak; 135 (5), 597-608 (2009). Mannocchi; 135 (5), 654-64 (2009). Variables Measured On-Site — N. Korkmaz, M. New Methodology for the Risk Analysis and Eco- Water Table Management to Improve Drainage Avei, H. B. Unal, S. Asik, and M. Gunduz; 135 nomic Impact Assessment of Agricultural Water Quality in Semiarid Climatic Conditions (5), 633-42 (2009). Drouglits — F. Mannocchi, F. Todisco, and L. of Iran — Hamideh Noory and Abdol-Majid Benchmark of Discharge Calibration Methods for Vergni; 135 (5), 643-53 (2009). Liaghat; 135 (5), 665-70 (2009). Submerged Sluice Gates — Carlos Septilveda., Operative Approach to Agricultural Drought Risk Graphical Sizing of Small Single-Outlet Detention Manuel Gémez, and José Rodellar; 135 (5), Management — F. Todisco, L. Vergni, and F. Basins in the Semiarid Southwest — David C. 676-82 (2009). Mannocchi; 135 (5), 654-64 (2009). Froehlich; 135 (6), 779-90 (2009). Field Calibration of Submerged Sluice Gates in Ir- JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2009 / 819 rigation Canals — David Lozano, Luciano Ma- Valdes; 135 (4), 480-6 (2009). Data analysis teos, Gary P. Merkley, and Albert J. Clemmens; Control structures Data Mining Process for Integrated Evaporation 135 (6), 763-72 (2009). Irrigation System Modernization: Case Study of the Model — M. Erol Keskin, Ozlem Terzi, and E. Case studies Middle Rio Grande Valley — David Gensler, Ugur Kiiciiksille; 135 (1), 39-43 (2009). Case Study: Evaluation of Streamflow Partitioning Ramchand Oad, and Kristoph-Dietrich Kinzli; Decision support systems Methods — Amir P. Nejadhashemi, Adel Shir- 135 (2), 169-76 (2009). Prototype Geographic Information System for Ag- mohammadi, Joseph M. Sheridan, Hubert J. Mathematical Formulations of NRCS 24-Hour De- ricultural Water Quality Management Using Montas, and Kyle R. Mankin; 135 (6), 791-801 sign Storms — David C. Froehlich; 135 (2), CropSyst — Kamel Didan and Muluneh (2009). 241-7 (2009). Yitayew; 135 (1), 58-67 (2009). Cavitation Benchmark of Discharge Calibration Methods for Irrigation System Modernization: Case Study of the Minimal-Seepage Depth of Isobaric Cavity under Submerged Sluice Gates — Carlos Septilveda, Middle Rio Grande Valley — David Gensler, Ponded Conditions — A. R. Kacimov; 135 (1), Manuel Gomez, and José Rodellar; 135 (5), Ramchand Oad, and Kristoph-Dietrich Kinzli; 108-10 (2009). 676-82 (2009). 135 (2), 169-76 (2009). Channel beds Control systems Decision Support Systems for Efficient Irrigation in Field Properties in Surface Irrigation Management Evaluation of Closed-Loop Site-Specific Irrigation the Middle Rio Grande Valley — Ramchand and Design — Theodor S. Strelkoff, Albert J. with Wireless Sensor Network — Y. Kim, R. G. Oad, Luis Garcia, Kristoph-Dietrich Kinzli, Clemmens, and Eduardo Bautista; 135 (5), Evans, and W. M. Iversen; 135 (1), 25-31 (2009). Dave Patterson, and Nabil Shafike; 135 (2), 525-36 (2009). 177-85 (2009). Costs Channels Decision Support System for Surface Irrigation Least-Cost and Most Efficient Channel Cross Improved Channel Cross Section with Two- Design — José M. Gongalves and Luis S. Sections — Gerald E. Blackler and James C. Y. Segment Parabolic Sides and Horizontal Bottom Pereira; 135 (3), 343-56 (2009). Guo; 135 (2), 248-51 (2009). — Said M. Easa; 135 (3), 357-65 (2009). Detention basins Critical flow China Geographic Variability of Rainfall Erosivity Esti- Bernoulli Theorem, Minimum Specific Energy, and Statistical Analysis of Reference Evapotranspira- mation and Impact on Construction Site Erosion Water Wave Celerity in Open-Channel Flow — tion on the Tibetan Plateau -— Jiansheng Ye, An- Control Design — Shirley E. Clark, Aigul A. Al- Oscar Castro-Orgaz and Hubert Chanson; 135 hong Guo, and Guojun Sun; 135 (2), 134-40 lison, and Ruth A. Sitler; 135 (4), 474-9 (2009). (6), 773-8 (2009). (2009). Generalized Numerical Solution for Detention Crops Climatic changes Basin Design — S. David Graber; 135 (4), Prototype Geographic Information System for Ag- Potential Impact of Climate Change on Subsurface 487-92 (2009). ricultural Water Quality Management Using Drainage in lowa’s Subsurface Drained CropSyst — Kamel Didan and Muluneh Retrofitting Detention Basin with Water Quality Landscapes — R. Singh, M. J. Helmers, Amy L. Yitayew; 135 (1), 58-67 (2009). Control Pool — James C. Y. Guo; 135 (5), 671-5 Kaleita, and Eugene S. Takle; 135 (4), 459-66 (2009). (2009). Effect of Preharvest Deficit Irrigation on Second Crop Watermelon Grown in an Extremely Hot Graphical Sizing of Small Single-Outlet Detention Coefficients Climate — Halil Kirnak, Ergiin Dogan, Liitfiye Basins in the Semiarid Southwest — David C. Statistical Analysis of Reference Evapotranspira- Bilgel, and Kudret Berakatoglu; 135 (2), 141-8 Froehlich; 135 (6), 779-90 (2009). tion on the Tibetan Plateau — Jiansheng Ye, An- (2009). Detention reservoirs hong Guo, and Guojun Sun; 135 (2), 134-40 (2009). Evaluation of Water Retention Functions and Com- Generalized Numerical Solution for Detention puter Program “Rosetta” in Predicting Soil Basin Design — S. David Graber; 135 (4), Drawdown due to Temporally Varying Pumping Water Characteristics of Seasonally Impounded 487-92 (2009). Discharge: Inversely Estimating Aquifer Parameters — Sushil K. Singh; 135 (2), 257-60 Shrink-Swell Soils — N. G. Patil and G. S. Differential equations (2009). Rajput; 135 (3), 286-94 (2009). Design of Level Ground Laterals in Trickle Irri- Evaluation of a Nonlinear Root-Water Uptake gation Systems — Zayani Khemaies and Ham- Relationship between the Storage Coefficient and Model — C. S. P. Ojha, K. S. Hari Prasad, Vijay mami Moncef; 135 (5), 620-5 (2009). the Soil-Water Retention Curve in Subsurface Agricultural Drainage Systems: Water Table Shankar, and C. A. Madramootoo; 135 (3), Dimensional analysis Drawdown — Carlos Fuentes, Manuel Zavala, 303-12 (2009). Generalized Numerical Solution for Detention and Heber Saucedo; 135 (3), 279-85 (2009). Estimating Reference Crop Evapotranspiration Basin Design — S. David Graber; 135 (4), with ETgages — Fan Chen and Peter J. 487-92 (2009). Actual and Reference Evaporative Losses and Sur- face Coefficients of a Maize Field during Non- Robinson; 135 (3), 335-42 (2009). Discharge growing (Dormant) Periods — Christopher H. Soil Moisture Flow Modeling with Water Uptake Drawdown due to Temporally Varying Pumping Hay and Suat Irmak; 135 (3), 313-22 (2009). by Plants (Wheat) under Varying Soil and Mois- Discharge: Inversely Estimating Aquifer Computation ture Conditions — Brijesh K. Yadav, Shashi Parameters — Sushil K. Singh; 135 (2), 257-60 Mathur, and Maarten A. Siebel; 135 (3), 375-81 (2009). Graphical Calculation of First-Flush Flow Rates for Storm-Water Quality Control — David C. (2009). Discharge measurement Froehlich; 135 (1), 68-75 (2009). Estimation of Soil and Crop Hydraulic Properties Experiments on Discharge Equations of Compound Computer software — Theodor S. Strelkoff, Albert J. Clemmens, Broad-Crested Weirs — Chyan-Deng Jan, Chia- Water Distribution in Laterals and Units of Subsur- and Eduardo Bautista; 135 (5), 537-55 (2009). Jung Chang, and Feng-Hao Kuo; 135 (4), 511-5 face Drip Irrigation. I: Simulation — Leonor Cross sections (2009). Rodriguez-Sinobas, Maria Gil, Luis Juana, and Least-Cost and Most Efficient Channel Cross Benchmark of Discharge Calibration Methods for Ratil Sanchez; 135 (6), 721-8 (2009). Sections — Gerald E. Blackler and James C. Y. Submerged Sluice Gates — Carlos Septilveda, Construction costs Guo; 135 (2), 248-51 (2009). Manuel Gémez, and José Rodellar; 135 (5), Improved Channel Cross Section with Two- Improved Channel Cross Section with Two- 676-82 (2009). Segment Parabolic Sides and Horizontal Bottom Segment Parabolic Sides and Horizontal Bottom Drainage — Said M. Easa; 135 (3), 357-65 (2009). — Said M. Easa; 135 (3), 357-65 (2009). Retention of Sediment and Nutrient Loads with Construction management Dams, embankment Peak Runoff Control — Hannu Marttila and Slope Interrupter Best Management Practice Ex- Hydraulics of Broad-Crested Weirs with Varying Bjorn Kigve; 135 (2), 210-6 (2009). periments on a Tilting Soil Bed with Simulated Side Slopes — Jane E. Sargison and Aaron Hydraulic Efficiency of Continuous Transverse Rainfall — R. Edward Beighley and Julio R. Percy; 135 (1), 115-8 (2009). Grates for Paved Areas —- Manuel Gémez and 820 / JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2009 Beniamino Russo; 135 (2), 225-30 (2009). Efficiency with ETgages — Fan Chen and Peter J. Applying MODFLOW Model for Drainage Prob- Performance of a Bioretention Area and a Level Robinson; 135 (3), 335-42 (2009). lem Solution: A Case Study from Jahir Irrigated Spreader-Grass Filter Strip at Two Highway Estimating Reference Evapotranspiration Using Fields, Israel — Vladimir Mirlas; 135 (3), Sites in North Carolina — D. E. Line and W. F. Limited Weather Data — Slavisa Trajkovic and 269-78 (2009). Hunt; 135 (2), 217-24 (2009). Srdjan Kolakovic; 135 (4), 443-9 (2009). Relationship between the Storage Coefficient and Structured Application of the Two-Point Method Estimation of Soil and Crop Hydraulic Properties the Soil-Water Retention Curve in Subsurface for the Estimation of Infiltration Parameters in — Theodor S. Strelkoff, Albert J. Clemmens, Agricultural Drainage Systems: Water Table Surface Irrigation — E. Bautista, A. J. Clem- and Eduardo Bautista; 135 (5), 537-55 (2009). mens, and T. S. Strelkoff; 135 (5), 566-78 Drawdown — Carlos Fuentes, Manuel Zavala, Errors in Surface Irrigation Evaluation from Incor- (2009). and Heber Saucedo; 135 (3), 279-85 (2009). rect Model Assumptions — A. J. Clemmens; 135 Generalized Analytical Solutions for Groundwater Optimal and Postirrigation Volume Balance Infil- (5), 556-65 (2009). tration Parameter Estimates for Basin Irrigation Head in a Horizontal Aquifer in the Presence of Structured Application of the Two-Point Method — E. Bautista, A. J. Clemmens, and T. S. Subsurface Drains — Sushil K. Singh; 135 (3), for the Estimation of Infiltration Parameters in Strelkoff; 135 (5), 579-87 (2009). 295-302 (2009). Surface Irrigation — E. Bautista, A. J. Clem- Identifying Two-Dimensional Characteristics of Effluent mens, and T. S. Strelkoff; 135 (5), 566-78 Surface Water Hydraulics in an Irrigated Paddy Water Table Management to Improve Drainage (2009). Water Quality in Semiarid Climatic Conditions Field — Min Goo Kang, Seung Woo Park, and Optimal and Postirrigation Volume Balance Infil- of Iran — Hamideh Noory and Abdol-Majid Jong Min Park; 135 (4), 431-42 (2009). tration Parameter Estimates for Basin Irrigation Dupuit-Forchheimer Analyses of Steady-State Liaghat; 135 (5), 665-70 (2009). — E. Bautista, A. J. Clemmens, and T. S. Water-Table Heights due to Accretion in Drained Electric conductivity Strelkoff; 135 (5), 579-87 (2009). Lands Overlying Undulating Sloping Imperme- Water Table Management to Improve Drainage Toward Physically Based Estimation of Surface Ir- able Beds — E. G. Youngs and K. R. Rushton; Water Quality in Semiarid Climatic Conditions rigation Infiltration — A. J. Clemmens and E. 135 (4), 467-73 (2009). of Iran — Hamideh Noory and Abdol-Majid Bautista; 135 (5), 588-96 (2009). Liaghat; 135 (5), 665-70 (2009). Water Table Management to Improve Drainage Evaporation Water Quality in Semiarid Climatic Conditions Embankments Data Mining Process for Integrated Evaporation of Iran — Hamideh Noory and Abdol-Majid Hydraulics of Broad-Crested Weirs with Varying Model — M. Erol Keskin, Ozlem Terzi, and E. Liaghat; 135 (5), 665-70 (2009). Side Slopes — Jane E. Sargison and Aaron Ugur Kiiciiksille; 135 (1), 39-43 (2009). Percy; 135 (1), 115-8 (2009). Drawdown Actual and Reference Evaporative Losses and Sur- Simple Model for Analyzing Transient Pumping Energy face Coefficients of a Maize Field during Non- from Two Aquifers without Cross Flow — Actual and Reference Evaporative Losses and Sur- growing (Dormant) Periods — Christopher H. Sushil K. Singh; 135 (1), 102-7 (2009). face Coefficients of a Maize Field during Non- Hay and Suat Irmak; 135 (3), 313-22 (2009). growing (Dormant) Periods — Christopher H. Drawdown due to Temporally Varyiig Pumping Evapotranspiration Hay and Suat Irmak; 135 (3), 313-22 (2009). Discharge: Inversely Estimating Aquifer Statistical Analysis of Reference Evapotranspira- Parameters — Sushil K. Singh; !35 (2), 257-60 Surface and Subsurface Flow through Block tion on the Tibetan Plateau — Jiansheng Ye, An- (2009). Ramps — Stefano Pagliara and Ilaria Lotti; 135 hong Guo, and Guojun Sun; 135 (2), 134-40 (3), 366-74 (2009). (2009). Drawdown due to Pumping a Partially Penetrating Large-Diameter Well Using MODFLOW — Environmental issues Noise Reduction Methods for Weighing Lysimeters Sushil K. Singh; 135 (3), 388-92 (2009). Effects of Different Levels of Irrigation Water Sa- — Peter J. Vaughan and James E. Ayars; 135 (2), linity and Leaching on Yield and Yield Compo- 235-40 (2009). Drip irrigation nents of Wheat in an Arid Region — Behrouz Generalized Analytical Solutions for Groundwater Allocation of Flow to Plots in Pressurized Irrigation Mostafazadeh-Fard, Hamed Mansouri, Sayed- Head in a Horizontal Aquifer in the Presence of Distribution Networks: Analysis of the Clément Farhad Mousavi, and Mohammad Feizi; 135 (1), Subsurface Drains — Sushil K. Singh; 135 (3), and Galand Method and a New Proposal — J. 32-8 (2009). 295-302 (2009). Monserrat; 135 (1), 1-6 (2009). Decision Support System for Surface Irrigation Evaluation of a Nonlinear Root-Water Uptake Droughts Design — José M. Gongalves and Luis S. Model — C. S. P. Ojha, K. S. Hari Prasad, Vijay Irrigation System Modernization: Case Study of the Pereira; 135 (3), 343-56 (2009). Shankar, and C. A. Madramootoo; 135 (3), Middle Rio Grande Valley — David Gensler, Erosion 303-12 (2009). Ramchand Oad, and Kristoph-Dietrich Kinzli; Minimal-Seepage Depth of Isobaric Cavity under Actual and Reference Evaporative Losses and Sur- 135 (2), 169-76 (2009). Ponded Conditions — A. R. Kacimov; i35 (1), face Coefficients of a Maize Field during Non- New Methodology for the Risk Analysis and Eco- 108-10 (2009). growing (Dormant) Periods — Christopher H. nomic Impact Assessment of Agricultural Slope Interrupter Best Management Practice Ex- Hay and Suat Irmak; 135 (3), 313-22 (2009). Droughts — F. Mannocchi, F. Todisco, and L. periments on a Tilting Soil Bed with Simulated Forecasting Weekly Evapotranspiration with Vergni; 135 (5), 643-53 (2009). Rainfall — R. Edward Beighley and Julio R. ARIMA and Artificial Neural Network Models Operative Approach to Agricultural Drought Risk Valdes; 135 (4), 480-6 (2009). — Gorka Landeras, Amaia Ortiz-Barredo, and Management — F. Todisco, L. Vergni, and F. Errors José Javier Lopez: 135 (3), 323-34 (2009). Mannocchi; 135 (5), 654-64 (2009). Errors in Surface Irrigation Evaluation from Incor- Estimating Reference Crop Evapotranspiration Economic factors rect Model Assumptions — A. J. Clemmens; 135 with ETgages — Fan Chen and Peter J. Simplified Method for Sizing Laterals with Two or (5), 556-65 (2009). Robinson; 135 (3), 335-42 (2009). More Diameters — Muluneh Yitayew; 135 (1), Estimation Estimating Reference Evapotranspiration Using 111-4 (2009). Kernel Method for Transient Rate and Volume of Limited Weather Data — Slavisa Trajkovic and Decision Support System for Surface Irrigation fell Discharge under Constant Drawdown — Srdjan Kolakovic; 135 (4), 443-9 (2009). Design — José M. Gongalves and Luis S. Sushil K. Singh; 135 (2), 252-6 (2009). Estimation of Crop Coefficients Using Satellite Re- Pereira; 135 (3), 343-56 (2009). Drawdown due to Temporally Varying Pumping mote Sensing — Ramesh K. Singh and Ayse New Methodology for the Risk Analysis and Eco- Discharge: Inversely Estimating Aquifer Irmak; 135 (5), 597-608 (2009). nomic Impact Assessment of Agricultural Parameters — Sushil K. Singh; 135 (2), 257-60 Predicting Incoming Solar Radiation and Its Appli- Droughts — F. Mannocchi, F. Todisco, and L. (2009). cation to Radiation-Based Equation for Estimat- Vergni; 135 (5), 643-53 (2009). Estimating Reference Crop Evapotranspiration ing Reference Evapotranspiration — Khil-Ha JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2009 / 821 Lee; 135 (5), 609-19 (2009). Optimal and Postirrigation Volume Balance Infil- Groundwater Experimentation tration Parameter Estimates for Basin Irrigation Generalized Analytical Solutions for Groundwater Hydraulic Efficiency of Continuous Transverse — E. Bautista, A. J. Clemmens, and T. S. Head in a Horizontal Aquifer in the Presence of Grates for Paved Areas — Manuel Gomez and Strelkoff; 135 (5), 579-87 (2009). Subsurface Drains — Sushil K. Singh; 135 (3), Beniamino Russo; 135 (2), 225-30 (2009). Flumes 295-302 (2009). Fertigation in Furrows and Level Furrow Systems. Supercritical Flow Measurement Using a Small Flow Depletion Induced by Pumping Well from II: Field Experiments, Model Calibration, and Parshall Flume — Christopher I. Thornton, Stream Perpendicularly Intersecting Practical Applications — J. Burguete, N. Zapata, Brian A. Smith, Steven R. Abt, and Michael D. Impermeable/Recharge Boundary — Sushil K. P. Garcia-Navarro, M. Maikaka, E. Playan, and Robeson; 135 (5), 683-92 (2009). Singh; 135 (4), 499-504 (2009). J. Murillo; 135 (4), 413-20 (2009). Bernoulli Theorem, Minimum Specific Energy, and Aquifer Parameter Estimation for a Constant-Flux Experiments on Discharge Equations of Compound Water Wave Celerity in Open-Channel Flow — Test Performed in a Radial Two-Zone Aquifer — Broad-Crested Weirs — Chyan-Deng Jan, Chia- Oscar Castro-Orgaz and Hubert Chanson; 135 Hund-Der Yeh, Chun-Hao Chang, and Yen-Ju Jung Chang, and Feng-Hao Kuo; 135 (4), 511-5 (6), 773-8 (2009). Chen; 135 (5), 693-703 (2009). (2009). Groundwater flow Forecasting Filtration Forecasting Weekly Evapotranspiration with Applying MODFLOW Model for Drainage Prob- Surface and Subsurface Flow through Block ARIMA and Artificial Neural Network Models lem Solution: A Case Study from Jahir Irrigated Ramps — Stefano Pagliara and Ilaria Lotti; 135 — Gorka Landeras, Amaia Ortiz-Barredo, and Fields, Israel — Vladimir Mirlas; 135 (3), (3), 366-74 (2009). José Javier Lépez; 135 (3), 323-34 (2009). 269-78 (2009). Flood plains Groundwater management Furrow irrigation Prediction of the Asymptotic Water Depth in Rough Simple Model for Analyzing Transient Pumping Subsurface Water Distribution from Furrows De- Compound Channels — B. A. Younis, V. Sousa, from Two Aquifers without Cross Flow — scribed by Moment Analyses — N. Lazarovitch, and I. Meireles; 135 (2), 231-4 (2009). Sushil K. Singh; 135 (1), 102-7 (2009). A. W. Warrick, A. Furman, and D. Zerihun; 135 Flood routing (1), 7-12 (2009). Kernel Method for Transient Rate and Volume of Graphical Sizing of Small Single-Outlet Detention Well Discharge under Constant Drawdown — Fertigation in Furrows and Level Furrow Systems. Basins in the Semiarid Southwest — David C. Sushil K. Singh; 135 (2), 252-6 (2009). I: Model Description and Numerical Tests — J. Froehlich; 135 (6), 779-90 (2009). Burguete, N. Zapata, P. Garcia-Navarro, M. Groundwater modeling Floods Maikaka, E. Playan, and J. Murillo; 135 (4), Drawdown due to Pumping a Partially Penetrating Mathematical Formulations of NRCS 24-Hour De- 401-12 (2009). Large-Diameter Well Using MODFLOW — sign Storms — David C. Froehlich; 135 (2), Fertigation in Furrows and Level Furrow Systems. Sushil K. Singh; 135 (3), 388-92 (2009). 241-7 (2009). II: Field Experiments, Model Calibration, and Humidity Least-Cost and Most Efficient Channel Cross Practical Applications — J. Burguete, N. Zapata, Estimating Reference Evapotranspiration Using Sections — Gerald E. Blackler and James C. Y. P. Garcia-Navarro, M. Maikaka, E. Playan, and Limited Weather Data — Slavisa Trajkovic and Guo; 135 (2), 248-51 (2009). J. Murillo; 135 (4), 413-20 (2009). Srdjan Kolakovic; 135 (4), 443-9 (2009). Identifying Two-Dimensional Characteristics of Physically Based Model for Simulating Flow in Hydraulic design Surface Water Hydraulics in an Irrigated Paddy Furrow Irrigation. I: Model Development — D. Water Distribution in Laterals and Units of Subsur- Field — Min Goo Kang, Seung Woo Park, and R. Mailapalli, R. Singh, and N. §. Raghuwanshi; face Drip Irrigation. I: Simulation — Leonor Jong Min Park; 135 (4), 431-42 (2009). 135 (6), 739-46 (2009). Rodriguez-Sinobas, Maria Gil, Luis Juana, and Flow control Physically Based Model for Simulating Flow in Ratil Sanchez; 135 (6), 721-8 (2009). Benchmark of Discharge Calibration Methods for Furrow Irrigation. Il: Model Evaluation — D. R. Submerged Sluice Gates — Carlos Septilveda, Mailapalli, N. S. Raghuwanshi, and R. Singh; Hydraulic engineering Manuel Gomez, and José Rodellar; 135 (5), 135 (6), 747-54 (2009). Hydraulics of Broad-Crested Weirs with Varying 676-82 (2009). Side Slopes — Jane E. Sargison and Aaron Gates Percy; 135 (1), 115-8 (2009). Flow measurement Transitional Flow between Orifice and Nonorifice Supercritical Flow Measurement Using a Small Hydraulic models Regimes at a Rectangular Sluice Gate — Omar Parshall Flume — Christopher I. Thornton, Pivoting Strategies in the Solution of the Saint- Alminagorta and Gary P. Merkley; 135 (3), Brian A. Smith, Steven R. Abt, and Michael D. Venant Equations — Dario J. Canelon; 135 (1), 382-7 (2009). Robeson; 135 (5), 683-92 (2009). 96-101 (2009). Benchmark of Discharge Calibration Methods for Flow rates Improved Pressurized Pipe Network Hydraulic Submerged Sluice Gates — Carlos Septilveda, Graphical Calculation of First-Flush Flow Rates for Solver for Applications in Irrigation Systems — Manuel Gomez, and José Rodellar; 135 (5), Storm-Water Quality Control — David C. Carlos Estrada, César Gonzalez, Ricardo Aliod, 676-82 (2009). Froehlich; 135 (1), 68-75 (2009). and Jara Pano; 135 (4), 421-30 (2009). Field Calibration of Submerged Sluice Gates in Ir- Errors in Surface Irrigation Evaluation from Incor- Flow simulation rigation Canals — David Lozano, Luciano Ma- rect Model Assumptions — A. J. Clemmens; 135 FertI:i gMaotdioenl iDn eFscurrirpotwiso n anadn dL eNvuemle rFiucrarlo wT eSstyss te—m s.J . t1e3o5s , (G6)a,r y7 63P.- 7M2e rk(l2e0y0,9 ).a nd Albert J. Clemmens; (5), 556-65 (2009). Burguete, N. Zapata, P. Garcia-Navarro, M. Physically Based Model for Simulating Flow in Maikaka, E. Playan, and J. Murillo; 135 (4), Geographic information systems Furrow Irrigation. I: Model Development — D. 401-12 (2009). Prototype Geographic Information System for Ag- R. Mailapalli, R. Singh, and N. S. Raghuwanshi; ricultural Water Quality Management Using 135 (6), 739-46 (2009). Fertigation in Furrows and Level Furrow Systems. II: Field Experiments, Model Calibration, and CropSyst — Kamel Didan and Muluneh Physically Based Model for Simulating Flow in Practical Applications — J. Burguete, N. Zapata, Yitayew; 135 (1), 58-67 (2009). Furrow Irrigation. Il: Model Evaluation — D. R. P. Garcia-Navarro, M. Maikaka, E. Playan, and Event and Continuous Hydrologic Modeling with Mailapalli, N. S. Raghuwanshi, and R. Singh; J. Murillo; 135 (4), 413-20 (2009). HEC-HMS — Xuefeng Chu and Alan Steinman; 135 (6), 747-54 (2009). 135 (1), 119-24 (2009). Structured Application of the Two-Point Method Hydraulic networks for the Estimation of Infiltration Parameters in Gradually varied flow Improved Pressurized Pipe Network Hydraulic Surface Irrigation — E. Bautista, A. J. Clem- Prediction of theA symptotic Water Depth in Rough Solver for Applications in Irrigation Systems — mens, and T. S. Strelkoff; 135 (5), 566-78 Compound Channels — B. A. Younis, V. Sousa, Carlos Estrada, César Gonzalez, Ricardo Aliod, (2009). and I. Meireles; 135 (2), 231-4 (2009). and Jara Pafio; 135 (4), 421-30 (2009). 822 / JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2009 Hydraulic properties (2009). Irrigation Estimation of Soil and Crop Hydraulic Properties Infiltration Effects of Different Levels of Irrigation Water Sa- — Theodor S. Strelkoff, Albert J. Clemmens, Fertigation in Furrows and Level Furrow Systems. linity and Leaching on Yield and Yield Compo- and Eduardo Bautista; 135 (5), 537-55 (2009). I: Model Description and Numerical Tests — J. nents of Wheat in an Arid Region — Behrouz Hydraulic roughness Burguete, N. Zapata, P. Garcia-Navarro, M. Mostatazadeh-Fard, Hamed Mansouri, Sayed- Field Properties in Surface Irrigation Management Maikaka, E. Playdn, and J. Murillo; 135 (4), Farhad Mousavi, and Mohammad Feizi; 135 (1), and Design — Theodor S. Strelkoff, Albert J. 401-12 (2009). 32-8 (2009). Clemmens, and Eduardo Bautista; 135 (5), Fertigation in Furrows and Level Furrow Systems. Simulating Water Management and Supply Effects 525-36 (2009). II: Field Experiments, Model Calibration, and at the Office du Niger Collective Canal Irrigation Estimation of Soil and Crop Hydraulic Properties Practical Applications — J. Burguete, N. Zapata, Scheme — Klaartje Vandersypen, Dirk Raes, — Theodor S. Strelkoff, Albert J. Clemmens, P. Garcia-Navarro, M. Maikaka, E. Playan, and and Jean-Yves Jamin; 135 (1), 50-7 (2009). and Eduardo Bautista; 135 (5), 537-55 (2009). J. Murillo; 135 (4), 413-20 (2009). Reducing Water Seepage with Anionic Polyacryla- Errors in Surface Irrigation Evaluation from Incor- Modified Form of the Extended Kostiakov Equa- mide: Application Methods and Turbidity rect Model Assumptions A.J. Clemmens; 135 tion Including Various Initial and Boundary Effects — Brian T. Story, Michael A. Urynow- (5), 556-65 (2009). Conditions — J. D. Valiantzas, E. D. Pollalis, K. icz, Drew W. Johnson, and Jessica A. Morris: Toward Physically Based Estimation of Surface Ir- X. Soulis, and P. A. Londra; 135 (4), 450-8 135 (1), 87-95 (2009). rigation Infiltration — A. J. Clemmens and E. (2009). Effect of Preharvest Deficit Irrigation on Second Bautista; 135 (5), 588-96 (2009). Field Properties in Surface Irrigation Management Crop Watermelon Grown in an Extremely Hot Hydraulic structures and Design — Theodor S. Strelkoff, Albert J. Climate — Halil Kirnak, Ergiin Dogan, Liitfiye Hydraulic Efficiency of Continuous Transverse Clemmens, and Eduardo Bautista; 135 (5), Bilgel, and Kudret Berakatoglu; 135 (2), 141-8 Grates for Paved Areas — Manuel Gémez and 525-36 (2009). (2009). Beniamino Russo; 135 (2), 225-30 (2009). Estimation of Soil and Crop Hydraulic Properties Integrated Reservoir-Based Canal _ Irrigation Surface and Subsurface Flow through Block — Theodor S. Strelkoff, Albert J. Clemmens, Model. I: Description — A. Bhadra, A. Bandyo- Ramps — Stefano Pagliara and Ilaria Lotti; 135 and Eduardo Bautista; 135 (5), 537-55 (2009). padhyay, R. Singh, and N. S. Raghuwanshi; 135 (3), 366-74 (2009). Errors in Surface Irrigation Evaluation from Incor- (2), 149-57 (2009). Experiments on Discharge Equations of Compound rect Model Assumptions — A. J. Clemmens; 135 Integrated Reservoir-Based Canal _ Irrigation Broad-Crested Weirs — Chyan-Deng Jan, Chia- (5), 556-65 (2009). Jung Chang, and Feng-Hao Kuo; 135 (4), 511-5 Model. II: Application — A. Bhadra, A. Bandyo- (2009). Structured Application of the Two-Point Method padhyay, N. S. Raghuwanshi, and R. Singh; 135 for the Estimation of Infiltration Parameters in (2), 158-68 (2009). Hydraulics Surface Irrigation — E. Bautista, A. J. Clem- Decision Support Systems for Efficient Irrigation in Water Distribution in Laterals and Units of Subsur- mens, and T. S. Strelkoff; 135 (5), 566-78 face Drip Irrigation. II: Field Evaluation — Le- (2009). the Middle Rio Grande Valley — Ramchand onor Rodriguez-Sinobas, Maria Gil, Luis Juana, Oad, Luis Garcia, Kristoph-Dietrich Kinzli, and Rati Sanchez; 135 (6), 729-38 (2009). Optimal and Postirrigation Volume Balance Infil- Dave Patterson, and Nabil Shafike; 135 (2), tration Parameter Estimates for Basin Irrigation 177-85 (2009). Hydrographs — E. Bautista, A. J. Clemmens, and T. S. Time Base as an Invertible Function of the Param- Strelkoff; 135 (5), 579-87 (2009). Evaluation of Water Retention Functions and Com- eters of Gamma Unit Hydrograph — Sushil K. puter Program “Rosetta” in Predicting Soil Toward Physically Based Estimation of Surface Ir- Singh; 135 (6), 802-5 (2009). Water Characteristics of Seasonally Impounded rigation Infiltration — A. J. Clemmens and E. Shrink-Swell Soils — N. G. Patil and G. S. Hydrologic models Bautista; 135 (5), 588-96 (2009). Rajput; 135 (3), 286-94 (2009). Event and Continuous Hydrologic Modeling with HEC-HMS — Xuefeng Chu and Alan Steinman; Inflow Evaluation of a Nonlinear Root-Water Uptake 135 (1), 119-24 (2009). Field Study of the Ability of Two Grassed Bioreten- Model — C. S. P. Ojha, K. S. Hari Prasad, Vijay tion Cells to Reduce Storm-Water Runoff Shankar, and C. A. Madramootoo; 135 (3), InteMgordaetle.d I: DReesscerrivpotiiron- Ba—s edA . BhCaadnraal, _A. IBrraingdatyioo-n Pollution — Elodie Passeport, William F. Hunt, 303-12 (2009). Daniel E. Line, Ryan A. Smith, and Robert A. padhyay, R. Singh, and N. S. Raghuwanshi; 135 Brown; 135 (4), 505-10 (2009). Decision Support System for Surface Irrigation (2), 149-57 (2009). Design — José M. Gongalves and Luis S. Integrated Reservoir-Based Canal _ Irrigation Inlets, waterways Pereira; 135 (3), 343-56 (2009). Hydraulic Efficiency of Continuous Transverse Model. II: Application — A. Bhadra,A . Bandyo- Improved Channel Cross Section with Two- Grates for Paved Areas — Manuel Gomez and padhyay, N. S. Raghuwanshi, and R. Singh; 135 Segment Parabolic Sides and Horizontal Bottom Beniamino Russo; 135 (2), 225-30 (2009). (2), 158-68 (2009). — Said M. Easa: 135 (3), 357-65 (2009). Modified Form of the Extended Kostiakov Equa- lowa Estimation of Crop Coefficients Using Satellite Re- tion Including Various Initial and Boundary Potential Impact of Climate Change on Subsurface mote Sensing — Ramesh K. Singh and Ayse Conditions — J. D. Valiantzas, E. D. Pollalis, K. Drainage in lowa’s Subsurface Drained Irmak; 135 (5), 597-608 (2009). X. Soulis, and P. A. Londra; 135 (4), 450-8 Landscapes — R. Singh, M. J. Helmers, Amy L. Influence of the Spatial Configuration of the Irri- (2009). Kaleita, and Eugene S. Takle; 135 (4), 459-66 gated Zone on the Irrigation Network Layout (2009). Potential Impact of Climate Change on Subsurface Design — Alberto Garcia Prats and Santiago Drainage in lowa’s Subsurface Drained Iran Guillem Pic6; 135 (5), 626-32 (2009). Landscapes — R. Singh, M. J. Helmers, Amy L. Effects of Different Levels of Irrigation Water Sa- Kaleita, and Eugene S. Takle; 135 (4), 459-66 linity and Leaching on Yield and Yield Compo- Irrigation districts (2009). nents of Wheat in an Arid Region — Behrouz Simulation of a Collective Solid-Set Sprinkler Irri- Hydrology Mostafazadeh-Fard, Hamed Mansouri, Sayed- gation Controller for Optimum Water New Paradigm for Sizing Riparian Buffers to Re- Farhad Mousavi, and Mohammad Feizi; 135 (1), Productivity — N. Zapata, E. Playan, A. Skhiri, duce Risks of Polluted Storm Water: Practical 32-8 (2009). and J. Burguete; 135 (1), 13-24 (2009). Synthesis — M. Todd Walter, Josephine A. Water Table Management to Improve Drainage Maximum Area That Can Be Economically Irri- Archibald, Brian Buchanan, Helen Dahlke, Za- Water Quality in Semiarid Climatic Conditions gated by Solar Photovoltaic Pumping System — chary M. Easton, Rebecca D. Marjerison, Asha of Iran — Hamideh Noory and Abdol-Majid Zvonimir Glasnovic and Jure Margeta; 135 (1), N. Sharma, and Stephen B. Shaw; 135 (2), 200-9 Liaghat; 135 (5), 665-70 (2009). 44-9 (2009). JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2009 / 823 Irrigation practices 241-7 (2009). Pollution — Elodie Passeport, William F. Hunt, Structured Application of the Two-Point Method Physically Based Model for Simulating Flow in Daniel E. Line, Ryan A. Smith, and Robert A. for the Estimation of Infiltration Parameters in Furrow Irrigation. I: Model Development — D. Brown; 135 (4), 505-10 (2009). Surface Irrigation — E. Bautista, A. J. Clem- R. Mailapalli, R. Singh, and N. S. Raghuwanshi; Numerical models mens, and T. S. Strelkoff; 135 (5), 566-78 135 (6), 739-46 (2009). Applying MODFLOW Model for Drainage Prob- (2009). Mediterranean Sea lem Solution: A Case Study from Jahir Irrigated Optimal and Postirrigation Volume Balance infil- Maximum Area That Can Be Economically Irri- Fields, Israel — Vladimir Mirlas; 135 (3), tration Parameter Estimates for Basin Irrigation gated by Solar Photovoltaic Pumping System — 269-78 (2009). — E. Bautista, A. J. Clemmens, and T. S. Zvonimir Glasnovic and Jure Margeta; 135 (1), Soil Moisture Flow Modeling with Water Uptake Strelkoff; 135 (5), 579-87 (2009). 44-9 (2009). by Plants (Wheat) under Varying Soil and Mois- Irrigation scheduling Mining wastes ture Conditions — Brijesh K. Yadav, Shashi Simulation of aC ollective Solid-Set Sprinkler Irri- Minimal-Seepage Depth of Isobaric Cavity under Mathur, and Maarten A. Siebel; 135 (3), 375-81 gation Controller for Optimum Water Ponded Conditions — A. R. Kacimov; 135 (1), (2009). Productivity — N. Zapata, E. Playan, A. Skhiri, 108-10 (2009). Drawdown due to Pumping a Partially Penetrating and J. Burguete; 135 (1), 13-24 (2009). Moments Large-Diameter Well Using MODFLOW — Irrigation systems Subsurface Water Distribution from Furrows De- Sushil K. Singh; 135 (3), 388-92 (2009). Irrigation System Modernization: Case Study of the scribed by Moment Analyses — N. Lazarovitch, Fertigation in Furrows and Level Furrow Systems. Middle Rio Grande Valley — David Gensler, A. W. Warrick, A. Furman, and D. Zerihun; 135 I: Model Description and Numerical Tests — J. Ramchand Oad, and Kristoph-Dietrich Kinzli; (1), 7-12 (2009). Burguete, N. Zapata, P. Garcia-Navarro, M. 135 (2), 169-76 (2009). Monitoring Maikaka, E. Playan, and J. Murillo; 135 (4), Improved Pressurized Pipe Network Hydraulic Performance of a Bioretention Area and a Level 401-12 (2009). Solver for Applications in Irrigation Systems — Spreader-Grass Filter Strip at Two Highway Fertigation in Furrows and Level Furrow Systems. Carlos Estrada, César Gonzalez, Ricardo Aliod, Sites in North Carolina — D. E. Line and W. F. II: Field Experiments, Model Calibration, and and Jara Pafio; 135 (4), 421-30 (2009). Hunt; 135 (2), 217-24 (2009). Practical Applications — J. Burguete, N. Zapata, Evaluation of the Water Delivery Performance of P. Garcfa-Navarro, M. Maikaka, E. Playan, and Network analysis the Menemen Left Bank Irrigation System Using J. Murillo; 135 (4), 413-20 (2009). Probability of Pressure Deficit in On-Demand Variables Measured On-Site — N. Korkmaz, M. Branched Networks and Incorporation into De- Identifying Two-Dimensional Characteristics of Avci, H. B. Unal, S. Asik, and M. Gunduz; 135 sign Decisions — Luis Juana, Ratil Sanchez, Le- Surface Water Hydraulics in an Irrigated Paddy (5), 633-42 (2009). onor Rodriguez-Sinobas, and Francisco Laguna; Field — Min Goo Kang, Seung Woo Park, and Benchmark of Discharge Calibration Methods for 135 (2), 186-99 (2009). Jong Min Park; 135 (4), 431-42 (2009). Submerged Sluice Gates — Carlos Septilveda, Manuel Gémez, and José Rodellar; 135 (5), Network design Dupuit-Forchheimer Analyses of Steady-State 676-82 (2009). Influence of the Spatial Configuration of the Irri- Water-Table Heights due to Accretion in Drained gated Zone on the Irrigation Network Layout Lands Overlying Undulating Sloping Imperme- Quality of Service in Irrigation Distribution Net- Design — Alberto Garcia Prats and Santiago able Beds — E. G. Youngs and K. R. Rushton; works: Case of Palos de la Frontera Irrigation Guillem Pic6; 135 (5), 626-32 (2009). 135 (4), 467-73 (2009). District (Spain) — L. Pérez Urrestarazu, J. A. Turbulence Modeling of Flows over Circular Rodriguez Diaz, E. Camacho Poyato, and R. Neural networks Spillways — Rahim Tadayon and Amruthur S. L6pez Luque; 135 (6), 755-62 (2009). Subsurface Water Distribution from Furrows De- Ramamurthy; 135 (4), 493-8 (2009). scribed by Moment Analyses — N. Lazarovitch, Israel A. W. Warrick, A. Furman, and D. Zerihun; 135 Nutrients Applying MODFLOW Model for Drainage Prob- (1), 7-12 (2009). Retention of Sediment and Nutrient Loads with lem Solution: A Case Study from Jahir Irrigated Fields, Israel — Vladimir Mirlas; 135 (3), Integrated Reserve ir-Based Canal Irrigation Peak Runoff Control — Hannu Marttila and 269-78 (2009). Model. I: Description — A. Bhadra, A. Bandyo- Bjgrn Kigve; 135 (2), 210-6 (2009). padhyay, R. Singh, and N. S. Raghuwanshi; 135 Field Study of the Ability of Two Grassed Bioreten- Lakes (2), 149-57 (2009). tion Cells to Reduce Storm-Water Runoff Data Mining Process for Integrated Evaporation Model — M. Erol Keskin, Ozlem Terzi, and E. Integrated Reservoir-Based Canal _ Irrigation Pollution — Elodie Passeport, William F. Hunt, Ugur Kiiciiksille; 135 (1), 39-43 (2009). Model. II: Application — A. Bhadra, A. Bandyo- Daniel E. Line, Ryan A. Smith, and Robert A. padhyay, N. S. Raghuwanshi, and R. Singh; 135 Brown; 135 (4), 505-10 (2009). Large diameter well Drawdown due to Pumping a Partially Penetrating (2), 158-68 (2009). Open channel flow Large-Diameter Well Using MODFLOW — Forecasting Weekly Evapotranspiration with Pivoting Strategies in the Solution of the Saint- Sushil K. Singh; 135 (3), 388-92 (2009). ARIMA and Artificial Neural Network Models Venant Equations — Dario J. Canelon; 135 (1), — Gorka Landeras, Amaia Ortiz-Barredo, and 96-101 (2009). Layered soils Soil Moisture Flow Modeling with Water Uptake José Javier Lopez; 135 (3), 323-34 (2009). Prediction of the Asymptotic Water Depth in Rough by Plants (Wheat) under Varying Soil and Mois- Noises Compound Channels — B. A. Younis, V. Sousa, ture Conditions —- Brijesh K. Yadav, Shashi Noise Reduction Methods for Weighing Lysimeters and I. Meireles; 135 (2), 231-4 (2009). Mathur, and Maarten A. Siebel; 135 (3), 375-81 — PeterJ .V aughan and James E. Ayars; 135 (2), Least-Cost and Most Efficient Channel Cross (2009). 235-40 (2009). Sections — Gerald E. Blackler and James C. Y. Lysimeters Nonpoint pollution Guo; 135 (2), 248-51 (2009). Noise Reduction Methods for Weighing Lysimeters Prototype Geographic Information System for Ag- Transitional Flow between Orifice and Nonorifice — Peter J. Vaughan and James E. Ayars; 135 (2), ricultural Water Quality Management Using Regimes at a Rectangular Sluice Gate — Omar 235-40 (2009). CropSyst — Kamel Didan and Muluneh Alminagorta and Gary P. Merkley; 135 (3), Mathematical models Yitayew; 135 (1), 58-67 (2009). 382-7 (2009). Maximum Area That Can Be Economically Irri- North Carolina Turbulence Modeling of Flows over Circular gated by Solar Photovoltaic Pumping System — Estimating Reference Crop Evapotranspiration Spillways — Rahim Tadayon and Amruthur S. Zvonimir Glasnovic and Jure Margeta; 135 (1), with ETgages — Fan Chen and Peter J. Ramamurthy; 135 (4), 493-8 (2009). 44-9 (2009). Robinson; 135 (3), 335-42 (2009). Estimation of Soil and Crop Hydraulic Properties Mathematical Formulations of NRCS 24-Hour De- Field Study of the Ability of Two Grassed Bioreten- — Theodor S. Strelkoff, Albert J. Clemmens, sign Storms — David C. Froehlich; 135 (2), tion Cells to Reduce Storm-Water Runoff and Eduardo Bautista; 135 (5), 537-55 (2009). 824 / JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2009 Field Calibration of Submerged Sluice Gates in Ir- Aquifer Parameter Estimation for a Constant-Flux Design — José M. Gongalves and Luis S. rigation Canals — David Lozano, Luciano Ma- Test Performed in a Radial Two-Zone Aquifer — Pereira; 135 (3), 343-56 (2009). teos, Gary P. Merkley, and Albert J. Clemmens; Hund-Der Yeh, Chun-Hao Chang, and Yen-Ju Precipitation 135 (6), 763-72 (2009). Chen; 135 (5), 693-703 (2009). Graphical Sizing of Small Single-Outlet Detention Bernoulli Theorem, Minimum Specific Energy, and Time Base as an Invertible Function of the Param- Basins in the Semiarid Southwest — David C. Water Wave Celerity in Open-Channel Flow — eters of Gamma Unit Hydrograph — Sushil K. Froehlich; 135 (6), 779-90 (2009). Oscar Castro-Orgaz and Hubert Chanson; 135 Singh; 135 (6), 802-5 (2009). Predictions (6), 773-8 (2009). Partial penetration Predicting Incoming Solar Radiation and Its Appli- Open channels Drawdown due to Pumping a Partially Penetrating cation to Radiation-Based Equation for Estimat- Evaluation of the Water Delivery Performance of Large-Diameter Well Using MODFLOW — ing Reference Evapotranspiration — Khil-Ha the Menemen Left Bank Irrigation System Using Sushil K. Singh; 135 (3), 388-92 (2009). Lee; 135 (5), 609-19 (2009). Variables Measured On-Site — N. Korkmaz, M. Pavement design Pressure distribution Avci, H. B. Unal, S. Asik, and M. Gunduz; 135 Hydraulic Efficiency of Continuous Transverse Probability of Pressure Deficit in On-Demand (5), 633-42 (2009). Grates for Paved Areas — Manuel Gomez and Branched Networks and Incorporation into De- Benchmark of Discharge Calibration Methods for Beniamino Russo; 135 (2), 225-30 (2009). sign Decisions — Luis Juana, Ratil Sanchez, Le- Submerged Sluice Gates — Carlos Septilveda, Peak flow onor Rodriguez-Sinobas, and Francisco Laguna; Manuel Gomez, and José Rodellar; 135 (5), Generalized Numerical Solution for Detention 135 (2), 186-99 (2009). 676-82 (2009). Basin Design — S. David Graber; 135 (4), Probability distribution Optimization 487-92 (2009). Probability of Pressure Deficit in On-Demand Maximum Area That Can Be Economically Irri- Graphical Sizing of Small Single-Outlet Detention Branched Networks and Incorporation into De- gated by Solar Photovoltaic Pumping System — Basins in the Semiarid Southwest — David C. sign Decisions — Luis Juana, Ratil Sanchez, Le- Zvonimir Glasnovic and Jure Margeta; 135 (1), Froehlich; 135 (6), 779-90 (2009). onor Rodriguez-Sinobas, and Francisco Laguna; 44-9 (2009). Performance characteristics 135 (2), 186-99 (2009). Toward Physically Based Estimation of Surface Ir- Pumps Optimization models rigatior: Infiltration — A. J. Clemmens and E. Maximum Area That Can Be Economically Irri- Improved Channel Cross Section with Two- Bautista; 135 (5), 588-96 (2009). gated by Solar Photovoltaic Pumping System — Segment Parabolic Sides and Horizontal Bottom — Said M. Easa; 135 (3), 357-65 (2009). Quality of Service in Irrigation Distribution Net- Zvonimir Glasnovic and Jure Margeta; 135 (1), works: Case of Palos de la Frontera Irrigation 44-9 (2009). Organic matter District (Spain) — L. Pérez Urrestarazu, J. A. Simple Model for Analyzing Transient Pumping Retention of Sediment and Nutrient Loads with Rodriguez Diaz, E. Camacho Poyato, and R. from Two Aquifers without Cross Flow — Peak Runoff Control — Hannu Marttila and Lépez Luque; 135 (6), 755-62 (2009). Sushil K. Singh; 135 (1), 102-7 (2009). Bjgrn Kigve; 135 (2), 210-6 (2009). Phosphorous Drawdown due to Temporally Varying Pumping Overland flow Water Table Management to Improve Drainage Discharge: Inversely Estimating Aquifer Case Study: Evaluation of Streamflow Partitioning Water Quality in Semiarid Climatic Conditions Parameters — Sushil K. Singh; 135 (2), 257-60 Methods — Amir P. Nejadhashemi, Adel Shir- of Iran — Hamideh Noory and Abdol-Majid (2009). mohammadi, Joseph M. Sheridan, Hubert J. Liaghat; 135 (5), 665-70 (2009). Flow Depletion Induced by Pumping Well from Montas, and Kyle R. Mankin; 135 (6), 791-801 Pipe flow Stream Perpendicularly Intersecting (2009). Simplified Method for Sizing Laterals with Two or Impermeable/Recharge Boundary — Sushil K. Parameters More Diameters — Muluneh Yitayew; 135 (1), Singh; 135 (4), 499-504 (2009). Mathematical Formulations of NRCS 24-Hour De- 111-4 (2009). Quality control sign Storms — David C. Froehlich; 135 (2), Pipe networks Graphical Calculation of First-Flush Flow Rates for 241-7 (2009). Improved Pressurized Pipe Network Hydraulic Storm-Water Quality Control — David C. Kernel Method for Transient Rate and Volume of Solver for Applications in Irrigation Systems — Froehlich; 135 (1), 68-75 (2009). Well Discharge under Constant Drawdown — Carlos Estrada, César Gonzalez, Ricardo Aliod, Radiation Sushil K. Singh; 135 (2), 252-6 (2009). and Jara Patio; 135 (4), 421-30 (2009). Estimating Reference Evapotranspiration Using Drawdown due to Temporally Varying Pumping Pipeline design Limited Weather Data — Slavisa Trajkovic and Discharge: Inversely Estimating Aquifer Probability of Pressure Deficit in On-Demand Srdjan Kolakovic; 135 (4), 443-9 (2009). Parameters — Sushil K. Singh; 135 (2), 257-60 Branched Networks and Incorporation into De- Rainfall (2009). sign Decisions — Luis Juana, Ratil Sanchez, Le- NRCS Design Storm Erosivity — David C. Estimation of Soil and Crop Hydraulic Properties onor Rodriguez-Sinobas, and Francisco Laguna: Froehlich; 135 (1), 76-86 (2009). — Theodor S. Strelkoff, Albert J. Clemmens, 135 (2), 186-99 (2009). Mathematical Formulations of NRCS 24-Hour De- and Eduardo Bautista; 135 (5), 537-55 (2009). Pipes sign Storms — David C. Froehlich; 135 (2), Errors in Surface Irrigation Evaluation from Incor- Design of Level Ground Laterals in Trickle Irri- 241-7 (2009). rect Model Assumptions — A. J. Clemmens; 135 gation Systems — Zayani Khemaies and Ham- Slope Interrupter Best Management Practice Ex- (5), 556-65 (2009). mami Moncef; 135 (5), 620-5 (2009). periments on a Tilting Soil Bed with Simulated Structured Application of the Two-Point Method Porosity Rainfall — R. Edward Beighley and Julio R. for the Estimation of Infiltration Parameters in Relationship between the Storage Coefficient and Valdes; 135 (4), 480-6 (2009). Surface Irrigation — E. Bautista, A. J. Clem- the Soil-Water Retention Curve in Subsurface Retrofitting Detention Basin with Water Quality mens, and T. S. Strelkoff; 135 (5), 566-78 Agricultural Drainage Systems: Water Table Control Pool — James C. Y. Guo; 135 (5), 671-5 (2009). Drawdown — Carlos Fuentes, Manuel Zavala, (2009). Optimal and Postirrigation Volume Balance Infil- and Heber Saucedo; 135 (3), 279-85 (2009). Time Base as an Invertible Function of the Param- tration Parameter Estimates for Basin Irrigation Porous media flow eters of Gamma Unit Hydrograph — Sushil K. — E. Bautista, A. J. Clemmens, and T. S. Surface and Subsurface Flow through Block Singh; 135 (6), 802-5 (2009). Strelkoff; 135 (5), 579-87 (2009). Ramps — Stefano Pagliara and Ilaria Lotti; 135 Ramps Toward Physically Based Estimation of Surface Ir- (3), 366-74 (2009). Surface and Subsurface Flow through Block rigation Infiltration — A. J. Clemmens and E. Portugal Ramps — Stefano Pagliara and Ilaria Lotti; 135 Bautista; 135 (5), 588-96 (2009). Decision Support System for Surface Irrigation (3), 366-74 (2009). JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2009 / 825 Rehabilitation Pollution — Elodie Passeport, William F. Hunt, I: Model Description and Numerical Tests — J. Retrofitting Detention Basin with Water Quality Daniel E. Line, Ryan A. Smith, and Robert A. Burguete, N. Zapata, P. Garcia-Navarro, M. Control Pool — James C. Y. Guo; 135 (5), 671-5 Brown; 135 (4), 505-10 (2009). Maikaka, E. Playan, and J. Murillo; 135 (4), (2009). Retrofitting Detention Basin with Water Quality 401-12 (2009). Remote sensing Control Pool — James C. Y. Guo; 135 (5), 671-5 Fertigation in Furrows and Level Furrow Systems. Estimation of Crop Coefficients Using Satellite Re- (2009). Il: Field Experiments, Model Calibration, and mote Sensing — Ramesh K. Singh and Ayse Graphical Sizing of Small Single-Outlet Detention Practical Applications — J. Burguete, N. Zapata, Irmak: 135 (5), 597-608 (2009). Basins in the Semiarid Southwest — David C. P. Garcia-Navarro, M. Maikaka, E. Playan, and Froehlich; 135 (6), 779-90 (2009). J. Murillo; 135 (4), 413-20 (2009). Reservoirs Integrated Reservoir-Based Canal Irrigation Time Base as an Invertible Function of the Param- Shrinkage Model. I: Description — A. Bhadra, A. Bandyo- eters of Gamma Unit Hydrograph — Sushil K. Evaluation of Water Retention Functions and Com- padhyay, R. Singh, and N. S. Raghuwanshi; 135 Singh; 135 (6), 802-5 (2009). puter Program “Rosetta” in Predicting Soil Water Characteristics of Seasonally Impounded (2), 149-57 (2009). Salinity Shrink-Swell Soils — N. G. Patil and G. S. Integrated Reservoir-Based Canal _ Irrigation Effects of Different Levels of Irrigation Water Sa- Rajput; 135 (3), 286-94 (2009). Model. II: Application — A. Bhadra, A. Bandyo- linity and Leaching on Yield and Yield Compo- padhyay, N. S. Raghuwanshi, and R. Singh; 135 nents of Wheat in an Arid Region — Behrouz Simulation (2), 158-68 (2009). Mostafazadeh-Fard, Hamed Mansouri, Sayed- Simulation of a Collective Solid-Set Sprinkler Irri- Farhad Mousavi, and Mohammad Feizi; 135 (1), gation Controller for Optimum Water Reynolds stress 32-8 (2009). Productivity — N. Zapata, E. Playan, A. Skhiri, Turbulence Modeling of Flows over Circular and J. Burguete; 135 (1), 13-24 (2009). Applying MODFLOW Model for Drainage Prob- Spillways — Rahim Tadayon and Amruthur S. lem Solution: A Case Study from Jahir Irrigated Prototype Geographic Information System for Ag- Ramamurthy; 135 (4), 493-8 (2009). Fields, Israel — Vladimir Mirlas; 135 (3), ricultural Water Quality Management Using Risk management 269-78 (2009). CropSyst — Kamel Didan and Muluneh New Methodology for the Risk Analysis and Eco- Yitayew; 135 (1), 58-67 (2009). Scheduling nomic Impact Assessment of Agricultural Pivoting Strategies in the Solution of the Saint- Decision Support Systems for Efficient Irrigation in Droughts — F. Mannocchi, F. Todisco, and L. Venant Equations — Dario J. Canelon; 135 (1), the Middle Rio Grande Valley — Ramchand Vergni; 135 (5), 643-53 (2009). 96-101 (2009). Oad, Luis Garcia, Kristoph-Dietrich Kinzli, Operative Approach to Agricultural Drought Risk Dave Patterson, and Nabil Shafike; 135 (2), Aquifer Parameter Estimation for a Constant-Flux Management — F. Todisco, L. Vergni, and F. 177-85 (2009). Test Performed in a Radial Two-Zone Aquifer — Mannocchi; 135 (5), 654-64 (2009). Hund-Der Yeh, Chun-Hao Chang, and Yen-Ju Sediment Chen; 135 (5), 693-703 (2009). Rockfill structures Retention of Sediment and Nutrient Loads with Surface and Subsurface Flow through Block Peak Runoff Conirol — Hannu Marttila and Simulation models Ramps — Stefano Pagliara and Ilaria Lotti; 135 Bjorn Klgve; 135 (2), 210-6 (2009). Simulating Water Management and Supply Effects (3), 366-74 (2009). Geographic Variability of Rainfall Erosivity Esti- at the Office du Niger Collective Canal Irrigation Scheme — Klaartje Vandersypen, Dirk Raes, Roughness mation and Impact on Construction Site Erosion and Jean-Yves Jamin; 135 (1), 50-7 (2009). Prediction of the Asymptotic Water Depth in Rough Control Design — Shirley E. Clark, Aigul A. Al- Compound Channels — B. A. Younis, V. Sousa, lison, and Ruth A. Sitler; 135 (4), 474-9 (2009). Probability of Pressure Deficit in On-Demand Branched Networks and Incorporation into De- and I. Meireles; 135 (2), 231-4 (2009). Seepage sign Decisions — Luis Juana, Rat Sanchez, Le- Routing Reducing Water Seepage with Anionic Polyacryla- onor Rodriguez-Sinobas, and Francisco Laguna; Integrated Reservoir-Based Canal Irrigation mide: Application Methods and _ Turbidity 135 (2), 186-99 (2009). Model. I: Description — A. Bhadra, A. Bandyo- Effects — Brian T. Story, Michael A. Urynow- Evaluation of a Nonlinear Root-Water Uptake padhyay, R. Singh, and N. S. Raghuwanshi; 135 icz, Drew W. Johnson, and Jessica A. Morris; Model — C. S. P. Ojha, K. S. Hari Prasad, Vijay (2), 149-57 (2009). 135 (1), 87-95 (2009). Shankar, and C. A. Madramootoo; 135 (3), Integrated Reservoir-Based Canal _ Irrigation Minimal-Seepage Depth of Isobaric Cavity under 303-12 (2009). Model. II: Application — A. Bhadra, A. Bandyo- Ponded Conditions — A. R. Kacimov; 135 (1), Water Distribution in Laterals and Units of Subsur- padhyay, N. S. Raghuwanshi, and R. Singh; 135 108-10 (2009). face Drip Irrigation. I: Simulation — Leonor (2), 158-68 (2009). Sensitivity analysis Rodriguez-Sinobas, Maria Gil, Luis Juana, and Runoff Aquifer Parameter Estimation for a Constant-Flux Ratil Sanchez; 135 (6), 721-8 (2009). Event and Continuous Hydrologic Modeling with Test Performed in a Radial Two-Zone Aquifer — Slope stability HEC-HMS — Xuefeng Chu and Alan Steinman; Hund-Der Yeh, Chun-Hao Chang, and Yen-Ju Slope Interrupter Best Management Practice Ex- 135 (1), 119-24 (2009). Chen; 135 (5), 693-703 (2009). periments on a Tilting Soil Bed with Simulated New Paradigm for Sizing Riparian Buffers to Re- Physically Based Model for Simulating Flow in Rainfall — R. Edward Beighley and Julio R. duce Risks of Polluted Storm Water: Practical Furrow Irrigation. Il: Model Evaluation — D. R. Valdes; 135 (4), 480-6 (2009). Synthesis — M. Todd Walter, Josephine A. Mailapalli, N. S. Raghuwanshi, and R. Singh; Slopes Archibald, Brian Buchanan, Helen Dahlke, Za- 135 (6), 747-54 (2009). Dupuit-Forchheimer Analyses of Steady-State chary M. Easton, Rebecca D. Marjerison, Asha Sensors Water-Table Heights due to Accretion in Drained N. Sharma, and Stephen B. Shaw; 135 (2), 200-9 Evaluation of Closed-Loop Site-Specific Irrigation Lands Overlying Undulating Sloping Imperme- (2009). with Wireless Sensor Network — Y. Kim, R. G. able Beds — E. G. Youngs and K. R. Rushton; Retention of Sediment and Nutrient Loads with Evans, and W. M. Iversen; 135 (1), 25-31 (2009). 135 (4), 467-73 (2009). Peak Runoff Control — Hannu Marttila and Serviceability Design of Level Ground Laterals in Trickle Irri- Bjorn Kléve; 135 (2), 210-6 (2009). Quality of Service in Irrigation Distribution Net- gation Systems — Zayani Khemaies and Ham- Slope Interrupter Best Management Practice Ex- works: Case of Palos de la Frontera Irrigation mami Moncef; 135 (5), 620-5 (2009). periments on a Tilting Soil Bed with Simulated District (Spain) — L. Pérez Urrestarazu, J. A. Soil consolidation Rainfall — R. Edward Beighley and Julio R. Rodriguez Diaz, E. Camacho Poyato, and R. Identifying Two-Dimensional Characteristics of Valdes; 135 (4), 480-6 (2009). L6épez Luque; 135 (6), 755-62 (2009). Surface Water Hydraulics in an Irrigated Paddy Field Study of the Ability of Two Grassed Bioreten- Shallow water Field — Min Goo Kang, Seung Woo Park, and tion Cells to Reduce Storm-Water Runoff Fertigation in Furrows and Level Furrow Systems. Jong Min Park; 135 (4), 431-42 (2009). 826 / JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2009 Soil erosion Ramamurthy; 135 (4), 493-8 (2009). Brown; 135 (4), 505-10 (2009). NRCS Design Storm Erosivity — David C. Sprinkler irrigation Retrofitting Detention Basin with Water Quality Froehlich; 135 (1), 76-86 (2009). Allocation of Flow to Plots in Pressurized Irrigation Control Pool — James C. Y. Guo; 135 (5), 671-5 Geographic Variability of Rainfall Erosivity Esti- Distribution Networks: Analysis of the Clément (2009). mation and Impact on Construction Site Erosion and Galand Method and a New Proposal — J. Graphical Sizing of Small Single-Outlet Detention Control Design — Shirley E. Clark, Aigul A. Al- Monserrat; 135 (1), 1-6 (2009). Basins in the Semiarid Southwest — David C. lison, and Ruth A. Sitler; 135 (4), 474-9 (2009). Simulation of a Collective Solid-Set Sprinkler Irri- Froehlich; 135 (6), 779-90 (2009). Soil loss gation Controller for Optimum Water Streamflow Geographic Variability of Rainfall Erosivity Esti- Productivity — N. Zapata, E. Playdn, A. Skhiri, Flow Depletion Induced by Pumping Well from mation and Impact on Construction Site Erosion and J. Burguete; 135 (1), 13-24 (2009). Stream Perpendicularly Intersecting Control Design — Shirley E. Clark, Aigul A. Al- Evaluation of Closed-Loop Site-Specific Irrigation Impermeable/Recharge Boundary — Sushil K. lison, and Ruth A. Sitler; 135 (4), 474-9 (2009). with Wireless Sensor Network — Y. Kim, R. G. Singh; 135 (4), 499-504 (2009). Soil water Evans, and W. M. Iversen; 135 (1), 25-31 (2009). Case Study: Evaluation of Streamflow Partitioning Subsurface Water Distribution from Furrows De- Simplified Method for Sizing Laterals with Two or Methods — Amir P. Nejadhashemi, Adel Shir- scribed by Moment Analyses — N. Lazarovitch, More Diameters — Muluneh Yitayew; 135 (1), mohammadi, Joseph M. Sheridan, Hubert J. A. W. Warrick, A. Furman, and D. Zerinun; 135 111-4 (2009). Montas, and Kyle R. Mankin; 135 (6), 791-801 (1), 7-12 (2009). Improved Pressurized Pipe Network Hydraulic (2009). Relationship between the Storage Coefficient and Solver for Applications in Irrigation Systems — Subirrigation the Soil-Water Retention Curve in Subsurface Carlos Estrada, César Gonzalez, Ricardo Aliod, Water Table Management to Improve Drainage Agricultural Drainage Systems: Water Table and Jara Pafio; 135 (4), 421-30 (2009). Water Quality in Semiarid Climatic Conditions Drawdown — Carlos Fuentes, Manuel Zavala, of Iran — Hamideh Noory and Abdol-Majid and Heber Saucedo; 135 (3), 279-85 (2009). Statistics Liaghat; 135 (5), 665-70 (2009). Statistical Analysis of Reference Evapotranspira- Evaluation of Water Retention Functions and Com- tion on the Tibetan Plateau — Jiansheng Ye, An- Submerged flow puter Program “Rosetta” in Predicting Soil hong Guo, and Guojun Sun; 135 (2), 134-40 Benchmark of Discharge Calibration Methods for Water Characteristics of Seasonally Impounded (2009). Submerged Sluice Gates — Carlos Septilveda, Shrink—Swell Soils — N. G. Patil and G. S. Manuel Gémez, and José Rodellar; 135 (5), Rajput; 135 (3), 286-94 (2009). Probability of Pressure Deficit in On-Demand 676-82 (2009). Branched Networks and Incorporation into De- Evaluation of a Nonlinear Root-Water Uptake sign Decisions — Luis Juana, Ratil Sanchez, Le- Subsurface drainage Model — C. S. P. Ojha, K. S. Hari Prasad, Vijay onor Rodriguez-Sinobas, and Francisco Laguna; Potential Impact of Climate Change on Subsurface Shankar, and C. A. Madramootoo; 135 (3), 135 (2), 186-99 (2009). Drainage in lowa’s Subsurface Drained 303-12 (2009). Landscapes — R. Singh, M. J. Helmers, Amy L. Storage Actual and Reference Evaporative Losses and Sur- Kaleita, and Eugene S. Takle: 135 (4), 459-66 Drawdown due to Temporally Varying Pumping face Coefficients of a Maize Field during Non- (2009). Discharge: Inversely Estimating Aquifer growing (Dormant) Periods — Christopher H. Parameters — Sushil K. Singh; 135 (2), 257-60 Subsurface environment Hay and Suat Irmak; 135 (3), 313-22 (2009). Water Distribution in Laterals and Units of Subsur- (2009). Soil Moisture Flow Modeling with Water Uptake face Drip Irrigation. Il: Field Evaluation — Le- by Plants (Wheat) under Varying Soil and Mois- Storms onor Rodriguez-Sinobas, Maria Gil, Luis Juana, ture Conditions — Brijesh K. Yadav, Shashi NRCS Design Storm Erosivity — David C. and Ratil Sanchez; 135 (6), 729-38 (2009). Mathur, and Maarten A. Siebel; 135 (3), 375-81 Froehlich; 135 (1), 76-86 (2009). Subsurface flow (2009). Stormwater management Case Study: Evaluation of Streamflow Partitioning Solar energy Graphical Calculation of First-Flush Flow Rates for Methods — Amir P. Nejadhashemi, Adel Shir- Maximum Area That Can Be Economically Irri- Storm-Water Quality Control — David C. mohammadi, Joseph M. Sheridan, Hubert J. gated by Solar Photovoltaic Pumping System — Froehlich; 135 (1), 68-75 (2009). Montas, and Kyle R. Mankin; 135 (6), 791-801 Zvonimir Glasnovic and Jure Margeta; 135 (1), New Paradigm for Sizing Riparian Buffers to Re- (2009). 44-9 (2009). duce Risks of Polluted Storm Water: Practical Supercritical flow Solar radiation Synthesis — M. Todd Walter, Josephine A. Supercritical Flow Measurement Using a Small Statistical Analysis of Reference Evapotranspira- Archibald, Brian Buchanan, Helen Dahlke, Za- Parshall Flume — Christopher I. Thornton, tion on the Tibetan Plateau Jiansheng Ye, An- chary M. Easton, Rebecca D. Marjerison, Asha Brian A. Smith, Steven R. Abt, and Michael D. hong Guo, and Guojun Sun; 135 (2), 134-40 N. Sharma, and Stephen B. Shaw; 135 (2), 200-9 Robeson; 135 (5), 683-92 (2009). (2009). (2009). Surface drainage Predicting Incoming Solar Radiation and Its Appli- Performance of a Bioretention Area and a Level Generalized Numerical Solution for Detention cation to Radiation-Based Equation for Estimat- Spreader-Grass Filter Strip at Two Highway Basin Design — S. David Graber; 135 (4), ing Reference Evapotranspiration — Khil-Ha Sites in North Carolina — D. E. Line and W. F. 487-92 (2009). Lee; 135 (5), 609-19 (2009). Hunt; 135 (2), 217-24 (2009). Surface irrigation Spain Least-Cost and Most Efficient Channel Cross Fertigation in Furrows and Level Furrow Systems. Quality of Service in Irrigation Distribution Net- Sections — Gerald E. Blackler and James C. Y. I: Model Description and Numerical Tests — J. works: Case of Palos de la Frontera Irrigation Guo; 135 (2), 248-51 (2009). Burguete, N. Zapata, P. Garcia-Navarro, M. District (Spain) — L. Pérez Urrestarazu, J. A. Slope Interrupter Best Management Practice Ex- Maikaka, E. Playan, and J. Murillo; 135 (4), Rodriguez Diaz, E. Camacho Poyato, and R. periments on a Tilting Soil Bed with Simulated 401-12 (2009). L6pez Luque; 135 (6), 755-62 (2009). Rainfall — R. Edward Beighley and Julio R. Fertigation in Furrows and Level Furrow Systems. Spatial analysis Valdes; 135 (4), 480-6 (2009). Il: Field Experiments, Model Calibration, and Influence of the Spatial Configuration of the Irri- Generalized Numerical Solution for Detention Practical Applications — J. Burguete, N. Zapata, gated Zone on the Irrigation Network Layout Basin Design — S. David Graber; 135 (4), P. Garcia-Navarro, M. Maikaka, E. Playan, and Design — Alberto Garcia Prats and Santiago 487-92 (2009). J. Murillo; 135 (4), 413-20 (2009). Guillem Pic6; 135 (5), 626-32 (2009). Field Study of the Ability of Two Grassed Bioreten- Modified Form of the Extended Kostiakov Equa- Spillways tion Cells to Reduce Storm-Water Runoff tion Including Various Initial and Boundary Turbulence Modeling of Flows over Circular Pollution — Elodie Passeport, William F. Hunt, Conditions — J. D. Valiantzas, E. D. Pollalis, K. Spillways — Rahim Tadayon and Amruthur S. Daniel E. Line, Ryan A. Smith, and Robert A. X. Soulis, and P. A. Londra; 135 (4), 450-8 JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2009 / 827 (2009). Carlos Estrada, César Gonzalez, Ricardo Aliod, 135 (1), 87-95 (2009). Field Properties in Surface Irrigation Management and Jara Pafio; 135 (4), 421-30 (2009). Water balance and Design — Theodor S. Strelkoff, Albert J. Design of Level Ground Laterals in Trickle Irri- Integrated Reservoir-Based Canal _ Irrigation Clemmens, and Eduardo Bautista; 135 (5), gation Systems — Zayani Khemaies and Ham- Model. I: Description — A. Bhadra, A. Bandyo- 525-36 (2009). mami Moncef; 135 (5), 620-5 (2009). padhyay, R. Singh, and N. S. Raghuwanshi; 135 Estimation of Soil and Crop Hydraulic Properties Water Distribution in Laterals and Units of Subsur- (2), 149-57 (2009). — Theodor S. Strelkoff, Albert J. Clemmens, face Drip Irrigation. I: Simulation — Leonor Integrated Reservoir-Based Canal _ Irrigation and Eduardo Bautista; 135 (5), 537-55 (2009). Rodriguez-Sinobas, Maria Gil, Luis Juana, and Model. II: Application — A. Bhadra, A. Bandyo- Errors in Surface Irrigation Evaluation from Incor- Rati Sanchez; 135 (6), 721-8 (2009). padhyay, N. S. Raghuwanshi, and R. Singh; 135 rect Model Assumptions — A. J. Clemmens; 135 Water Distribution in Laterals and Units of Subsur- (2), 158-68 (2009). (5), 556-65 (2009). face Drip Irrigation. II: Field Evaluation — Le- Water content Structured Application of the Two-Point Method onor Rodriguez-Sinobas, Maria Gil, Luis Juana, Modified Form of the Extended Kostiakov Equa- for the Estimation of Infiltration Parameters in and Ratl Sanchez; 135 (6), 729-38 (2009). tion Including Various Initial and Boundary Surface Irrigation — E. Bautista, A. J. Clem- Turbulent flow Conditions — J. D. Valiantzas, E. D. Pollalis, K. mens, and T. S. Strelkoff; 135 (5), 566-78 Turbulence Modeling of Flows over Circular X. Soulis, and P. A. Londra; 135 (4), 450-8 (2009). Spillways — Rahim Tadayon and Amruthur S. (2009). Optimal and Postirrigation Volume Balance Infil- Ramamurthy; 135 (4), 493-8 (2009). Water demand tration Parameter Estimates for Basin Irrigation Turkey Effect of Preharvest Deficit Irrigation on Second — E. Bautista, A. J. Clemmens, and T. S. Data Mining Process for Integrated Evaporation Crop Watermelon Grown in an Extremely Hot Strelkoff; 135 (5), 579-87 (2009). Model — M. Erol Keskin, Ozlem Terzi, and E. Climate — Halil Kirnak, Ergiin Dogan, Liitfiye Toward Physically Based Estimation of Surface Ir- Ugur Kiigiiksille; 135 (1), 39-43 (2009). Bilgel, and Kudret Berakatoglu; 135 (2), 141-8 rigation Infiltration — A. J. Clemmens and E. Evaluation of the Water Delivery Performance of (2009). Bautista; 135 (5), 588-96 (2009). the Menemen Left Bank Irrigation System Using Water discharge Surface water Variables Measured On-Site — N. Korkmaz, M. Transitional Flow between Orifice and Nonorifice Irrigation System Modernization: Case Study of the Avci, H. B. Unal, S. Asik, and M. Gunduz; 135 Regimes at a Rectangular Sluice Gate — Omar Middle Rio Grande Valley — David Gensler, (5), 633-42 (2009). Alminagorta and Gary P. Merkley; 135 (3), Ramchand Oad, and Kristoph-Dietrich Kinzli; United States 382-7 (2009). 135 (2), 169-76 (2009). Potential Impact of Climate Change on Subsurface Water distribution systems Performance of a Bioretention Area and a Level Drainage in lIowa’s Subsurface Drained Allocation of Flow to Plots in Pressurized Irrigation Spreader-Grass Filter Strip at Two Highway Landscapes — R. Singh, M. J. Helmers, Amy L. Distribution Networks: Analysis of the Clément Sites in North Carolina — D. E. Line and W. F. Kaleita, and Eugene S. Takle; 135 (4), 459-66 and Galand Method and a New Proposal — J. Hunt; 135 (2), 217-24 (2009). (2009). Monserrat; 135 (1), 1-6 (2009). Identifying Two-Dimensional Characteristics of Unsteady flow Improved Pressurized Pipe Network Hydraulic Surface Water Hydraulics in an Irrigated Paddy Kernel Method for Transient Rate and Volume of Solver for Applications in Irrigation Systems — Field — Min Goo Kang, Seung Woo Park, and Well Discharge under Constant Drawdown — Carlos Estrada, César Gonzalez, Ricardo Aliod, Jong Min Park; 135 (4), 431-42 (2009). Sushil K. Singh; 135 (2), 252-6 (2009). and Jara Pano; 135 (4), 421-30 (2009). Sustainable development Generalized Analytical Solutions for Groundwater Water Distribution in Laterals and Units of Subsur- Field Study of the Ability of Two Grassed Bioreten- Head in a Horizontal Aquifer in the Presence of face Drip Irrigation. II: Field Evaluation — Le- tion Cells to Reduce Storm-Water Runoff Subsurface Drains — Sushil K. Singh; 135 (3), onor Rodriguez-Sinobas, Maria Gil, Luis Juana, Pollution — Elodie Passeport, William F. Hunt, 295-302 (2009). and Raul Sanchez; 135 (6), 729-38 (2009). Daniel E. Line, Ryan A. Smith, and Robert A. Urban areas Quality of Service in Irrigation Distribution Net- Brown; 135 (4), 505-10 (2009). Hydraulic Efficiency of Continuous Transverse works: Case of Palos de la Frontera Irrigation Swelling Grates for Paved Areas — Manuel Gomez and District (Spain) — L. Pérez Urrestarazu, J. A. Evaluation of Water Retention Functions and Com- Beniamino Russo; 135 (2), 225-30 (2009). Rodriguez Diaz, E. Camacho Poyato, and R. puter Program “Rosetta” in Predicting Soil Geographic Variability of Rainfall Erosivity Esti- L6pez Luque; 135 (6), 755-62 (2009). Water Characteristics of Seasonally Impounded mation and Impact on Construction Site Erosion Water flow Shrink-Swell Soils — N. G. Patil and G. S. Control Design — Shirley E. Clark, Aigul A. Al- Hydraulics of Broad-Crested Weirs with Varying Rajput; 135 (3), 286-94 (2009). lison, and Ruth A. Sitler; 135 (4), 474-9 (2009). Side Slopes — Jane E. Sargison and Aaron Time series analysis Vegetation Percy; 135 (1), 115-8 (2009). Forecasting Weekly lEvapotranspiration with Geographic Variability of Rainfall Erosivity Esti- Water management ARIMA and Artificial Neural Network Models mation and Impact on Construction Site Erosion Evaluation of Closed-Loop Site-Specific Irrigation — Gorka Landeras, Amaia Ortiz-Barredo, and Control Design — Shirley E. Clark, Aigul A. Al- with Wireless Sensor Network — Y. Kim, R. G. José Javier Lopez; 135 (3), 323-34 (2009). lison, and Ruth A. Sitler; 135 (4), 474-9 (2009). Evans, and W. M. Iversen; 135 (1), 25-31 (2009). Transient flow Field Study of the Ability of Two Grassed Bioreten- Retention of Sediment and Nutrient Loads with Simple Model for Analyzing Transient Pumping tion Cells to Reduce Storm-Water Runoff Peak Runoff Control — Hannu Marttila and from Two Aquifers without Cross Flow — Pollution — Elodie Passeport, William F. Hunt, Bjorn Klgve; 135 (2), 210-6 (2009). Sushil K. Singh; 135 (1), 102-7 (2009). Daniel E. Line, Ryan A. Smith, and Robert A. Forecasting Weekly Evapotranspiration with Drawdown due to Pumping a Partially Penetrating Brown; 135 (4), 505-10 (2009). ARIMA and Artificial Neural Network Models Large-Diameter Well Using MODFLOW — Vibration — Gorka Landeras, Amaia Ortiz-Barredo, and Sushil K. Singh; 135 (3), 388-92 (2009). Noise Reduction Methods for Weighing Lysimeters José Javier L6pez; 135 (3), 323-34 (2009). Flow Depletion Induced by Pumping Well from — Peter J. Vaughan and James E. Ayars; 135 (2), Potential Impact of Climate Change on Subsurface Stream Perpendicularly Intersecting 235-40 (2009). Drainage in lowa’s Subsurface Drained Impermeable/Recharge Boundary — Sushil K. Viscosity Landscapes — R. Singh, M. J. Helmers, Amy L. Singh; 135 (4), 499-504 (2009). Reducing Water Seepage with Anionic Polyacryla- Kaleita, and Eugene S. Takle; 135 (4), 459-66 Trickle irrigation mide: Application Methods and Turbidity (2009). Improved Pressurized Pipe Network Hydraulic Effects — Brian T. Story, Michael A. Urynow- Estimation of Crop Coefficients Using Satellite Re- Solver for Applications in Irrigation Systems — icz, Drew W. Johnson, and Jessica A. Morris; mote Sensing — Ramesh K. Singh and Ayse 828 / JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2009