Journal of Irrigation and Drainage Engineering 2007: Vol 133 Index & Table of Contents

2007·6.2 MB·English

2007 ANNUAL INDEX
Civil Engineering Database Subject Heading Index
The Civil Engineering Database (CEDB) is Semianalytical Model for Drawdown due to Pump- Quantifying Rainfall and Flooding Impacts on
designed to provide free, easy bibliographic ing a Partially Penetrating Large Diameter Well Groundwater Levels in Irrigation Areas: GIS
access to all ASCE publications. The database — Sushil K. Singh; 133 (2), 155-61 (2007). Approach — Shahbaz Khan, Aftab Ahmad, and
covers ASCE documents published since 1970. It Explicit Infiltration Function for Furrows — A. W. Butian Wang; 133 (4), 359-67 (2007).
provides access to all the journals, conference Warrick, N. Lazarovitch, A. Furman, and D. Automation
proceedings, | books, standards, —sm anuals, Zerihun; 133 (4), 307-13 (2007). Automatic Tuning of PI Controllers for an Irriga-
magazines, and newspapers. The index terms Anisotropy tion Canal Pool — X. Litrico, P.-O. Malaterre,
below were assigned to papers published in this Theory of Seepage into an Auger Hole in a Con- J.-P. Baume, P.-Y. Vion, and J. Ribot-Bruno; 133
journal during 2007 from a CEDB_ subject fined Aquifer Overlying a Gravel Substratum — (1), 27-37 (2007).
heading list. The CEDB and subject heading list
Gautam Barua and Mare R. Hoffmann; 133 (4), Bank erosion
can be accessed on the Web = at
330-41 (2007). Stream Bank Erosion: In Situ Flume Tests — K.
http://cedb.asce.org/.
Approximation Debnath, V. Nikora, and A. Elliott: 133 (3),
Approximation of Well Function for Large Diam- 256-64 (2007).
Adsorption
Irrigation Water Resource Management for Sus- eter Wells — Sushil K. Singh; 133 (4), 414-6 Bed load
tainable Agriculture—The Ankobra. Basin, (2007). Stream Bank Erosion: In Situ Flume Tests — K.
Ghana — Sandow Mark Yidana, Duke Ophori, Aquifers Debnath, V. Nikora, and A. Elliott; 133 (3),
and Bruce Banoeng-Yakubo; 133 (6), 609-15 Modeling Laboratory Observations on Stream- 256-64 (2007).
(2007). Aquifer Interaction — Sushil K. Singh; 133 (1), Best Management Practice
Aggregates 79-82 (2007). Field Survey of Permeable Pavement Surface Infil-
Screening of Soil Amendments for Efficient Water- Simulation of Processes Involved in Soil Saliniza- tration Rates — Eban Z. Bean, William F. Hunt,
Holding Capacity Based on a_ Rainfall- tion to Guide Soil Remediation — K. Gugane- and David A. Bidelspach; 133 (3), 249-55
Infiltration Model in a Vertisol — M. Rajeswari, sharajah, J. F. Pavey, J. van Wonderen, G. M. (2007).
G. R. Maruthi Sankar, M. V. Ranghaswami, and Khasankhanova, D. J. Lyons, and B. J. Lloyd; Evaluation of Four Permeable Pavement Sites in
P. K. Mishra; 133 (5), 468-74 (2007). 133 (2), 131-9 (2007). Eastern North Carolina for Runoff Reduction
Agricultural watersheds New Methods for Aquifer Parameters from Slug and Water Quality Impacts — Eban Zachary
Deciding Alternative Land Use Options in a Water- Test Data — Sushil K. Singh; 133 (3), 272-5 Bean, William Frederick Hunt, and David Alan
shed Using GIS — Anita K. Prakash, I. V. Mura- (2007). Bidelspach; 133 (6), 583-92 (2007).
likrishna, P. K. Mishra, and R. V. R. K. Chalam; Simple Equations for Aquifer Parameters from Temperature Effects on the Infiltration Rate
133 (2), 162-74 (2007). Drawdowns in Large-Diameter Wells — Sushil through an Infiltration Basin BMP — Andrea
Load Modeling Approach for Evaluating Selenium K. Singh; 133 (3), 279-81 (2007). Braga, Michael Horst, and Robert G. Traver; 133
Stream Standards Compliance — R. Blair Simple Approximation of Well Function for Con- (6), 593-601 (2007).
Hanna and Jim C. Loftis; 133 (3), 232-41 (2007). stant Drawdown Variable Discharge Artesian Calibration
Agriculture Wells — Sushil K. Singh; 133 (3), 282-5 (2007). Hargreaves versus Penman-Monteith under Humid
Operational Cost Benefits Study of Flexible On- Estimating Storage Coefficient and Transmissivity Conditions — Slavisa Trajkovic; 133 (1), 38-42
Farm Irrigation Supply Systems — John L. Mer- from Slug Test Data — Prabhata K. Swamee and (2007).
riam and Beau J. Freeman; 133 (1), 12-6 (2007). Sushil K. Singh; 133 (5), 505-7 (2007). ANSWAPPS: Model for the Analysis of Grass
Hydrology and Nitrogen Components of a Simple Arid lands Swale-Perforated Pipe Systems — Habib Abida,
Rye Growth Model — Gary W. Feyereisen, Gary Crop Coefficients for Microsprinkler-Irrigated, Jean Francois Sabourin, and Manel Ellouze; 133
R. Sands, Jeffrey S. Strock, Bruce N. Wilson, Clean-Cultivated, Mature Citrus in an Arid (3), 211-21 (2007).
and Paul M. Porter; 133 (2), 90-9 (2007). Climate — R. L. Snyder and N. V. O’Connell; Satellite-Based Energy Balance for Mapping
Air temperature 133 (1), 43-52 (2007). Evapotranspiration with Internalized Calibra-
Crop Coefficients for Microsprinkler-Irrigated, Asia tion (METRIC)—Model — Richard G. Allen,
Clean-Cultivated, Mature Citrus in an Arid Simulation of Processes Involved in Soil Saliniza- Masahiro Tasumi, and Ricardo Trezza; 133 (4),
Climate — R. L. Snyder and N. V. O’Connell; tion to Guide Soil Remediation — K. Gugane- 380-94 (2007).
133 (1), 43-52 (2007). sharajah, J. F. Pavey, J. van Wonderen, G. M. Satellite-Based Energy Balance for Mapping
Algorithms Khasankhanova, D. J. Lyons, and B. J. Lloyd; Evapotranspiration with Internalized Calibra-
Groundwater Flow and Contaminant Transport 133 (2), 131-9 (2007). tion (METRIC)—Applications — Richard G.
Simulation with Imprecise Parameters — Ram Auger hole Allen, Masahiro Tasumi, Anthony Morse,
Kailash Prasad and Shashi Mathur; 133 (1), Theory of Seepage into an Auger Hole in a Con- Ricardo Trezza, James L. Wright, Wim Bas-
61-70 (2007). fined Aquifer Overlying a Gravel Substratum — tiaanssen, William Kramber, Ignacio Lorite, and
Alluvial streams Gautam Barua and Marc R. Hoffmann; 133 (4), Clarence W. Robison; 133 (4), 395-406 (2007).
Stream Bank Erosion: In Situ Flume Tests — K. 330-41 (2007). California
Debnath, V. Nikora, and A. Elliott; 133 (3), Australia Adaptive Neurofuzzy Computing Technique for
256-64 (2007). Simulation of Processes Involved in Soil Saliniza- Evapotranspiration Estimation — Ozgiir Kisi
Analvtical techniques tion to Guide Soil Remediation — K. Gugane- and Ozgiir Oztiirk; 133 (4), 368-79 (2007).
Analytical Relationships for Designing Multiple sharajah, J. F. Pavey, J. van Wonderen, G. M. Canals
Outlets Pipelines — Giirol Yildirim; 133 (2), Khasankhanova, D. J. Lyons, and B. J. Lloyd; Automatic Tuning of PI Controllers for an Irriga-
140-54 (2007). 133 (2), 131-9 (2007). tion Canal Pool — X. Litrico, P.-O. Malaterre,
622 / JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / DECEMBER 2007
2007 ANNUAL INDEX
Civil Engineering Database Subject Heading Index
The Civil Engineering Database (CEDB) is Semianalytical Model for Drawdown due to Pump- Quantifying Rainfall and Flooding Impacts on
designed to provide free, easy bibliographic ing a Partially Penetrating Large Diameter Well Groundwater Levels in Irrigation Areas: GIS
access to all ASCE publications. The database — Sushil K. Singh; 133 (2), 155-61 (2007). Approach — Shahbaz Khan, Aftab Ahmad, and
covers ASCE documents published since 1970. It Explicit Infiltration Function for Furrows — A. W. Butian Wang; 133 (4), 359-67 (2007).
provides access to all the journals, conference Warrick, N. Lazarovitch, A. Furman, and D. Automation
proceedings, | books, standards, —sm anuals, Zerihun; 133 (4), 307-13 (2007). Automatic Tuning of PI Controllers for an Irriga-
magazines, and newspapers. The index terms Anisotropy tion Canal Pool — X. Litrico, P.-O. Malaterre,
below were assigned to papers published in this Theory of Seepage into an Auger Hole in a Con- J.-P. Baume, P.-Y. Vion, and J. Ribot-Bruno; 133
journal during 2007 from a CEDB_ subject fined Aquifer Overlying a Gravel Substratum — (1), 27-37 (2007).
heading list. The CEDB and subject heading list
Gautam Barua and Mare R. Hoffmann; 133 (4), Bank erosion
can be accessed on the Web = at
330-41 (2007). Stream Bank Erosion: In Situ Flume Tests — K.
http://cedb.asce.org/.
Approximation Debnath, V. Nikora, and A. Elliott: 133 (3),
Approximation of Well Function for Large Diam- 256-64 (2007).
Adsorption
Irrigation Water Resource Management for Sus- eter Wells — Sushil K. Singh; 133 (4), 414-6 Bed load
tainable Agriculture—The Ankobra. Basin, (2007). Stream Bank Erosion: In Situ Flume Tests — K.
Ghana — Sandow Mark Yidana, Duke Ophori, Aquifers Debnath, V. Nikora, and A. Elliott; 133 (3),
and Bruce Banoeng-Yakubo; 133 (6), 609-15 Modeling Laboratory Observations on Stream- 256-64 (2007).
(2007). Aquifer Interaction — Sushil K. Singh; 133 (1), Best Management Practice
Aggregates 79-82 (2007). Field Survey of Permeable Pavement Surface Infil-
Screening of Soil Amendments for Efficient Water- Simulation of Processes Involved in Soil Saliniza- tration Rates — Eban Z. Bean, William F. Hunt,
Holding Capacity Based on a_ Rainfall- tion to Guide Soil Remediation — K. Gugane- and David A. Bidelspach; 133 (3), 249-55
Infiltration Model in a Vertisol — M. Rajeswari, sharajah, J. F. Pavey, J. van Wonderen, G. M. (2007).
G. R. Maruthi Sankar, M. V. Ranghaswami, and Khasankhanova, D. J. Lyons, and B. J. Lloyd; Evaluation of Four Permeable Pavement Sites in
P. K. Mishra; 133 (5), 468-74 (2007). 133 (2), 131-9 (2007). Eastern North Carolina for Runoff Reduction
Agricultural watersheds New Methods for Aquifer Parameters from Slug and Water Quality Impacts — Eban Zachary
Deciding Alternative Land Use Options in a Water- Test Data — Sushil K. Singh; 133 (3), 272-5 Bean, William Frederick Hunt, and David Alan
shed Using GIS — Anita K. Prakash, I. V. Mura- (2007). Bidelspach; 133 (6), 583-92 (2007).
likrishna, P. K. Mishra, and R. V. R. K. Chalam; Simple Equations for Aquifer Parameters from Temperature Effects on the Infiltration Rate
133 (2), 162-74 (2007). Drawdowns in Large-Diameter Wells — Sushil through an Infiltration Basin BMP — Andrea
Load Modeling Approach for Evaluating Selenium K. Singh; 133 (3), 279-81 (2007). Braga, Michael Horst, and Robert G. Traver; 133
Stream Standards Compliance — R. Blair Simple Approximation of Well Function for Con- (6), 593-601 (2007).
Hanna and Jim C. Loftis; 133 (3), 232-41 (2007). stant Drawdown Variable Discharge Artesian Calibration
Agriculture Wells — Sushil K. Singh; 133 (3), 282-5 (2007). Hargreaves versus Penman-Monteith under Humid
Operational Cost Benefits Study of Flexible On- Estimating Storage Coefficient and Transmissivity Conditions — Slavisa Trajkovic; 133 (1), 38-42
Farm Irrigation Supply Systems — John L. Mer- from Slug Test Data — Prabhata K. Swamee and (2007).
riam and Beau J. Freeman; 133 (1), 12-6 (2007). Sushil K. Singh; 133 (5), 505-7 (2007). ANSWAPPS: Model for the Analysis of Grass
Hydrology and Nitrogen Components of a Simple Arid lands Swale-Perforated Pipe Systems — Habib Abida,
Rye Growth Model — Gary W. Feyereisen, Gary Crop Coefficients for Microsprinkler-Irrigated, Jean Francois Sabourin, and Manel Ellouze; 133
R. Sands, Jeffrey S. Strock, Bruce N. Wilson, Clean-Cultivated, Mature Citrus in an Arid (3), 211-21 (2007).
and Paul M. Porter; 133 (2), 90-9 (2007). Climate — R. L. Snyder and N. V. O’Connell; Satellite-Based Energy Balance for Mapping
Air temperature 133 (1), 43-52 (2007). Evapotranspiration with Internalized Calibra-
Crop Coefficients for Microsprinkler-Irrigated, Asia tion (METRIC)—Model — Richard G. Allen,
Clean-Cultivated, Mature Citrus in an Arid Simulation of Processes Involved in Soil Saliniza- Masahiro Tasumi, and Ricardo Trezza; 133 (4),
Climate — R. L. Snyder and N. V. O’Connell; tion to Guide Soil Remediation — K. Gugane- 380-94 (2007).
133 (1), 43-52 (2007). sharajah, J. F. Pavey, J. van Wonderen, G. M. Satellite-Based Energy Balance for Mapping
Algorithms Khasankhanova, D. J. Lyons, and B. J. Lloyd; Evapotranspiration with Internalized Calibra-
Groundwater Flow and Contaminant Transport 133 (2), 131-9 (2007). tion (METRIC)—Applications — Richard G.
Simulation with Imprecise Parameters — Ram Auger hole Allen, Masahiro Tasumi, Anthony Morse,
Kailash Prasad and Shashi Mathur; 133 (1), Theory of Seepage into an Auger Hole in a Con- Ricardo Trezza, James L. Wright, Wim Bas-
61-70 (2007). fined Aquifer Overlying a Gravel Substratum — tiaanssen, William Kramber, Ignacio Lorite, and
Alluvial streams Gautam Barua and Marc R. Hoffmann; 133 (4), Clarence W. Robison; 133 (4), 395-406 (2007).
Stream Bank Erosion: In Situ Flume Tests — K. 330-41 (2007). California
Debnath, V. Nikora, and A. Elliott; 133 (3), Australia Adaptive Neurofuzzy Computing Technique for
256-64 (2007). Simulation of Processes Involved in Soil Saliniza- Evapotranspiration Estimation — Ozgiir Kisi
Analvtical techniques tion to Guide Soil Remediation — K. Gugane- and Ozgiir Oztiirk; 133 (4), 368-79 (2007).
Analytical Relationships for Designing Multiple sharajah, J. F. Pavey, J. van Wonderen, G. M. Canals
Outlets Pipelines — Giirol Yildirim; 133 (2), Khasankhanova, D. J. Lyons, and B. J. Lloyd; Automatic Tuning of PI Controllers for an Irriga-
140-54 (2007). 133 (2), 131-9 (2007). tion Canal Pool — X. Litrico, P.-O. Malaterre,
622 / JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / DECEMBER 2007
J.-P. Baume, P.-Y. Vion, and J. Ribot-Bruno; 133 truded Drip Laterals — Giuseppe Provenzano, Mailhol; 133 (6), 548-58 (2007).
(1), 27-37 (2007). Pietro Di Dio, and Guillermo Palau Salvador;
Crops
Catchments 133 (6), 520-7 (2007). Crop Coefficients for Microsprinkler-Irrigated,
Modifications to SCS-CN Method for Long-Term Computer models Clean-Cultivated, Mature Citrus in an Arid
Hydrologic Simulation — K. Geetha, S. K. Hydrology and Nitrogen Components of a Simple Climate — R. L. Snyder and N. V. O’Connell;
Mishra, T. I. Eldho, A. K. Rastogi, and R. P. Rye Growth Model — Gary W. Feyereisen, Gary 133 (1), 43-52 (2007).
Pandey; 133 (5), 475-86 (2007). R. Sands, Jeffrey S. Strock, Bruce N. Wilson,
Hydrology and Nitrogen Components of a Simple
Cements and Paul M. Porter; 133 (2), 90-9 (2007). Rye Growth Model — Gary W. Feyereisen, Gary
Development of Experimental Test Setup to Evalu- ANSWAPPS: Model for the Analysis of Grass R. Sands, Jeffrey S. Strock, Bruce N. Wilson,
ate Abrasion Characteristics of Drainage Pipes Swale-Perforated Pipe Systems — Habib Abida, and Paul M. Porter; 133 (2), 90-9 (2007).
— Yeol Choi, Ali Abolmaali, Jiwon Jung, and Jean Francois Sabourin, and Manel Ellouze; 133 Satellite-Based Energy Balance for Mapping
Jong-Su Yoo; 133 (3), 206-10 (2007). (3), 211-21 (2007). Evapotranspiration with Internalized Calibra-
Citrus Computer programming tion (METRIC)—Applications — Richard G.
Growth, Evapotranspiration, and Nitrogen Leach- Minimum Cost Irrigation Network Design Using Allen, Masahiro Tasumi, Anthony Morse,
ing from Young Lysimeter-Grown Orange Trees Interactive Fuzzy Integer Programming — M. Ricardo Trezza, James L. Wright, Wim Bas-
— Brian J. Boman and Anwar M. Battikhi; 133 Spiliotis and G. Tsakiris; 133 (3), 242-8 (2007). tiaanssen, William Kramber, Ignacio Lorite, and
(4), 350-8 (2007). Concrete pavements Clarence W. Robison; 133 (4), 395-406 (2007).
Classification description Evaluation of Four Permeable Pavement Sites in Development and Evaluation of Soil Moisture-
Estimating Daily Net Radiation over Vegetation Eastern North Carolina for Runoff Reduction Based Seepage Irrigation Management for Water
Canopy through Remote Sensing and Climatic and Water Quality Impacts — Eban Zachary Use and Quality — C. Pandey, S. Shukla, and T.
Data — Zohrab Samani, A. Salim Bawazir, Max Bean, William Frederick Hunt, and David Alan A. Obreza: 133 (5), 435-43 (2007).
Bleiweiss, Rhonda Skaggs, and Vien D. Tran; Bidelspach; 133 (6), 583-92 (2007). Cross sections
133 (4), 291-7 (2007). Concrete pipes Solution of Specific Energy and Specific Force
Optimizing Aquifer Parameters from Drawdowns Development of Experimental Test Setup to Evalu- Equations — Amlan Das; 133 (4), 407-10
in Large Diameter Wells — Sushil K. Singh; 133 ate Abrasion Characteristics of Drainage Pipes (2007).
(4), 411-3 (2007). — Yeol Choi, Ali Abolmaali, Jiwon Jung, and
Jong-Su Yoo; 133 (3), 206-10 (2007). Dam foundations
Approximation of Well Function for Large Diam- Seepage Modeling Assisted Optimal Design of a
eter Wells — Sushil K. Singh; 133 (4), 414-6 Concrete, reinforced Homogeneous Earth Dam: Procedure Evolution
(2007). Development of Experimental Test Setup to Evalu-
— Ihssan A. Abdul Hussain, Deepak Kashyap,
ate Abrasion Characteristics of Drainage Pipes
Climatic data and K. S. Hari Prasad; 133 (2), 116-30 (2007).
— Yeol Choi, Ali Abolmaali, Jiwon Jung, and
Estimating Evapotranspiration Using Artificial
Jong-Su Yoo; 133 (3), 206-10 (2007). Dams, earth
Neural Network and Minimum Climatological
Data — S. S. Zanetti, E. F. Sousa, V. P. S. Ol- Confined aquifer Seepage Modeling Assisted Optimal Design of a
iveira, F. T. Almeida, and S. Bernardo; 133 (2), Theory of Seepage into an Auger Hole in a Con- Homogeneous Earth Dam: Procedure Evolution
83-9 (2007). fined Aquifer Overlying a Gravel Substratum — — Ihssan A. Abdul Hussain, Deepak Kashyap,
Gautam Barua and Marc R. Hoffmann; 133 (4), and K. S. Hari Prasad; 133 (2), 116-30 (2007).
Developing Regression Models for Predicting Pan
330-41 (2007). Data analysis
Evaporation from Climatic Data—A Compari-
son of Multiple Least-Squares, Principal Com- Contaminants Model to Forecast Maximum Flows in On-Demand
ponents, and Partial Least-Squares Approaches Groundwater Flow and Contaminant Transport Irrigation Distribution Networks — J. A. Ro-
— Gicy M. Kovoor and Lakshman Nandagiri; Simulation with Imprecise Parameters — Ram driguez Diaz, E. Camacho Poyato, and R. Lopez
133 (5), 444-54 (2007). Kailash Prasad and Shashi Mathur; 133 (1), Luque; 133 (3), 222-31 (2007).
Coefficients 61-70 (2007). Decision support systems
New Methods for Aquifer Parameters from Slug Correlation Analysis of Spatial Scenarios Aiding Decision
Test Data — Sushil K. Singh; 133 (3), 272-5 Developing Regression Models for Predicting Pan Making for Regional Irrigation Water-Demand
(2007). Evaporation from Climatic Data—A Compari- Planning — Tzai-Hung Wen, Chun-Hung Lin,
son of Multiple Least-Squares, Principal Com- Ching-Tien Chen, and Ming-Daw Su; 133 (5),
Simple Equations for Aquifer Parameters from
ponents, and Partial Least-Squares Approaches 455-67 (2007).
Drawdowns in Large-Diameter Wells — Sushil
— Gicy M. Kovoor and Lakshman Nandagiri;
K. Singh; 133 (3), 279-81 (2007). Design
133 (5), 444-54 (2007).
Simple Approximation of Well Function for Con- Optimal Design of Channel Having Horizontal
stant Drawdown Variable Discharge Artesian Cost control Bottom and Parabolic Sides — Amlan Das; 133
Wells — Sushil K. Singh; 133 (3), 282-5 (2007). Operational Cost Benefits Study of Flexible On- (2), 192-7 (2007).
Farm Irrigation Supply Systems — John L. Mer-
Cohesive sediments riam and Beau J. Freeman; 133 (1), 12-6 (2007). Diffusivity
Stream Bank Erosion: In Situ Flume Tests — K. Modeling Laboratory Observations on Stream-
Cost effective
Debnath, V. Nikora, and A. Elliott; 133 (3), Aquifer Interaction — Sushil K. Singh; 133 (1),
Optimal Design of a Stable Trapezoidal Channel
256-64 (2007). 79-82 (2007).
Section Using Hybrid Optimization Techniques
Colorado — Rajib Kumar Bhattacharjya and Mysore G. Dimensional analysis
Load Modeling Approach for Evaluating Selenium Satish; 133 (4), 323-9 (2007). Simple Flume for Flow Measurement in Sloping
Stream Standards Compliance -- R. Blair Open Channel — Giorgio Baiamonte and Vito
Coupling
Hanna and Jim C. Loftis; 133 (3), 232-41 (2007). Ferro; 133 (1), 71-8 (2007).
Physically Based Coupled Model for Simulating
Computation 1D Surface-2D Subsurface Flow and Plant Discharge measurement
Adaptive Neurofuzzy Computing Technique for Water Uptake in Irrigation Furrows. I: Model Multislit Weir Characteristics — A. S. Ramamur-
Evapotranspiration Estimation — Ozgiir Kisi Development — Th. Wohling and G. H. thy, Junying Qu, Chao Zhai, and Diep Vo; 133
and Ozgiir Oztiirk; 133 (4), 368-79 (2007). Schmitz; 133 (6), 538-47 (2007). (2), 198-200 (2007).
Computational fluid dynamics Physically Based Coupled Model for Simulating Discharge Relation for Cutthroat Flume under
technique 1D Surface-2D Subsurface Flow and Plant Free-Flow Condition — Vivek L. Manekar,
New Computational Fluid Dynamic Procedure to Water Uptake in Irrigation Furrows. II: Model Prakash D. Porey, and Ramesh N. Ingle; 133 (5),
Estimate Friction and Local Losses in Coex- Test and Evaluation — Th. Wohling and J. C. 495-9 (2007).
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / DECEMBER 2007 / 623
Drainage Energy Evapotranspiration Estimation — Ozgiir Kisi
Simultaneous Prediction of Saturated Hydraulic Solution of Specific Energy and Specific Force and Ozgiir Oztiirk; 133 (4), 368-79 (2007).
Conductivity and Drainable Porosity Using the Equations — Amlan Das; 133 (4), 407-10 Satellite-Based Energy Balance for Mapping
Inverse Problem Technique — Jamal M. V. Sa- (2007). Evapotranspiration with Internalized Calibra-
mani, Parviz Fathi, and Mehdi Homaee; 133 (2), Energy balance tion (METRIC)—Model — Richard G. Allen,
110-5 (2007). Satellite-Based Energy Balance for Mapping Masahiro Tasumi, and Ricardo Trezza; 133 (4),
Seepage Modeling Assisted Optimal Design of a Evapotranspiration with Internalized Calibra- 380-94 (2007).
Homogeneous Earth Dam: Procedure Evolution tion (METRIC)—Model Richard G. Allen, Satellite-Based Energy Balance for Mapping
— Ihssan A. Abdul Hussain, Deepak Kashyap, Masahiro Tasumi, and Ricardo Trezza; 133 (4), Evapotranspiration with Internalized Calibra-
and K. S. Hari Prasad; 133 (2), 116-30 (2007). 380-94 (2007). tion (METRIC)—Applications — Richard G.
Simulation of Processes Involved in Soil Saliniza- Equations of motion Allen, Masahiro Tasumi, Anthony Morse,
tion to Guide Soil Remediation — K. Gugane- Solution of Specific Energy and Specific Force Ricardo Trezza, James L. Wright, Wim Bas-
sharajah, J. F. Pavey, J. van Wonderen, G. M. Equations — Amlan Das; 133 (4), 407-10 tiaanssen, William Kramber, Ignacio Lorite, and
Khasankhanova, D. J. Lyons, and B. J. Lloyd; (2007). Clarence W. Robison; 133 (4), 395-406 (2007).
133 (2), 131-9 (2007). Developing Regression Models for Predicting Pan
Estimation
Draining New Methods for Aquifer Parameters from Slug Evaporation from Climatic Data—A Compari-
Development of Experimental Test Setup to Evalu- Test Data — Sushil K. Singh; 133 (3), 272-5 son of Multiple Least-Squares, Principal Com-
ate Abrasion Characteristics of Drainage Pipes (2007). ponents, and Partial Least-Squares Approaches
— Yeol Choi, Ali Abolmaali, Jiwon Jung, and — Gicy M. Kovoor and Lakshman Nandagiri;
Simple Equations for Aquifer Parameters from
Jong-Su Yoo; 133 (3), 206-10 (2007). 133 (5), 444-54 (2007).
Drawdowns in Large-Diameter Wells — Sushil
Drains K. Singh; 133 (3), 279-81 (2007). Evolutionary computation
Water Table Fluctuation between Drains in the Simple Approximation of Well Function for Con- Optimum Design and Management of Pressurized
Presence of Exponential Recharge and Depth- stant Drawdown Variable Discharge Artesian Branched Irrigation Networks — Raziyeh Far-
Dependent Evapotranspiration — R. M. Singh, Wells — Sushil K. Singh; 133 (3), 282-5 (2007). mani, Ricardo Abadia, and Dragan Savic; 133
K. K. Singh, and S. R. Singh; 133 (2), 183-7 (6), 528-37 (2007).
Evaluation
(2007). Experimentation
General Irrigation Planning Performance of Water
Drawdown User Associations in the Gediz Basin in Turkey Experimental Assessment of the Sprinkler Applica-
Semianalytical Model for Drawdown due to Pump- — Erhan Akkuzu, Halil B. Unal, Bekir S. Kara- tion Rate for Steep Sloping Fields — F. E. Cis-
ing a Partially Penetrating Large Diameter Well tas, Musa Avci, and Serafettin Asik; 133 (1), neros Espinosa, P. Torres, and J. Feyen; 133 (3),
— Sushil K. Singh; 133 (2), 155-61 (2007). 17-26 (2007). 276-8 (2007).
Simple Approximation of Well Function for Con- Field tests
Evaporation
stant Drawdown Variable Discharge Artesian Stream Bank Erosion: In Situ Flume Tests — K.
Approach to Control the Depth of Water in Basin
Wells — Sushil K. Singh; 133 (3), 282-5 (2007). Debnath, V. Nikora, and A. Elliott; 133 (3),
Irrigation and Wetland Flooding — Hugo A.
Optimizing Aquifer Parameters from Drawdowns Lodiciga; 133 (5), 500-4 (2007). 256-64 (2007).
in Large Diameter Wells— Sushil K. Singh; 133 Flexible pavements
Evapotranspiration
(4), 411-3 (2007). Evaluation of Four Permeable Pavement Sites in
Hargreaves versus Penman-Monteith under Humid
Approximation of Well Function for Large Diam- Eastern North Carolina for Runoff Reduction
Conditions — Slavisa Trajkovic; 133 (1), 38-42
eter Wells — Sushil K. Singh; 133 (4), 414-6 and Water Quality Impacts — Eban Zachary
(2007).
(2007). Bean, William Frederick Hunt, and David Alan
Crop Coefficients for Microsprinkler-Irrigated, Bidelspach; 133 (6), 583-92 (2007).
. Droughts Clean-Cultivated, Mature Citrus in an Arid
Optimization Model for Allocating Water in a River Climate — R. L. Snyder and N. V. O'Connell; Flood routing
Basin during a Drought — Behrouz Abolpour 133 (1), 43-52 (2007). Chance-Constrained Optimization-Based Param-
and Mahmood Javan; 133 (6); 559-72 (2007). eter Estimation for Muskingum Models -——
Estimating Evapotranspiration Using Artificial
Amlan Das; 133 (5), 487-94 (2007).
Eigenvalues Neural Network and Minimum Climatological
Developing Regression Models for Predicting Pan Data — S. S. Zanetti, E. F. Sousa, V. P. S. Ol- Floods
Evaporation from Climatic Data—A Compari- iveira, F. T. Almeida, and S. Bernardo; 133 (2), Flooding Probability Constrained Optimal Design
son of Multiple Least-Squares, Principal Com- 83-9 (2007). of Trapezoidal Channels — Amlan Das; 133 (1),
ponents, and Partial Least-Squares Approaches Comparison of Priestley-Taylor and FAO-56 53-60 (2007).
— Gicy M. Kovoor and Lakshman Nandagiri; Penman-Monteith for Daily Reference Evapo- Florida
133 (5), 444-54 (2007). transpiration Estimation in Georgia — Ayman Residential Irrigation Water Use in Central Florida
Eigenvectors . A. Suleiman and Gerrit Hoogenboom; 133 (2), - Melissa B. Haley, Michael D. Dukes, and
Developing Regression Models for Predicting Pan 175-82 (2007). Grady L. Miller; 133 (5), 427-34 (2007).
Evaporation from Climatic Data—A Compari- Water Table Fluctuation between Drains in the Flow measurement
son of Multiple Least-Squares, Principal Com- Presence of Exponential Recharge and Depth- Simple Flume for Flow Measurement in Sloping
ponents, and Partial Least-Squares Approaches Dependent Evapotranspiration — R. M. Singh, Open Channel — Giorgio Baiamonte and Vito
— Gicy M. Kovoor and Lakshman Nandagiri; K. K. Singh, and S. R. Singh; 133 (2), 183-7 Ferro; 133 (1), 71-8 (2007).
133 (5), 444-54 (2007). (2007). Flumes
Electrical conductivity Comparing Net Radiation Estimation Methods: Simple Flume for Flow Measurement in Sloping
Irrigation Water Resource Management for Sus- CIMIS versus Penman—Monteith — Bekele Te- Open Channel — Giorgio Baiamonte and Vito
tainable Agriculture—The Ankobra Basin, mesgen, Simon Eching, and Kent Frame; 133 Ferro; 133 (1), 71-8 (2007).
Ghana — Sandow Mark Yidana, Duke Ophori, (3), 265-71 (2007). Stream Bank Erosion: In Situ Flume Tests — K.
and Bruce Banoeng-Yakubo; 133 (6), 609-15 Estimating Daily Net Radiation over Vegetation Debnath, V. Nikora, and A. Elliott; 133 (3),
(2007). Canopy through Remote Sensing and Climatic 256-64 (2007).
Embankments Data — Zohrab Samani, A. Salim Bawazir, Max Discharge Relation for Cutthroat Flume under
Field-Scale Assessment of Uncertainties in Drip Ir- Bleiweiss, Rhonda Skaggs, and Vien D. Tran; Free-Flow Condition — Vivek L. Manekar,
rigation Lateral Parameters — Yeboah 133 (4), 291-7 (2007). Prakash D. Porey, and Ramesh N. Ingle; 133 (5),
Gyasi-Agyei; 133 (6), 512-9 (2007). Adaptive Neurofuzzy Computing Technique for 495-9 (2007).
624 / JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / DECEMBER 2007
Forecasting tiago Guillem Pic6; 133 (6), 573-82 (2007). 133 (6), 520-7 (2007).
Estimating Evapotranspiration Using Artificial Georgia Hybrid optimization
Neural Network and Minimum Climatological Comparison of Priestley-Taylor and FAO-56 Optimal Design of a Stable Trapezoidal Channel
Data — S. S. Zanetti, E. F. Sousa, V. P. S. Ol- Penman-Monteith for Daily Reference Evapo- Section Using Hybrid Optimization Techniques
iveira, F. T. Almeida, and S. Bernardo; 133 (2), transpiration Estimation in Georgia — Ayman — Rajib Kumar Bhattacharjya and Mysore G.
83-9 (2007). A. Suleiman and Gerrit Hoogenboom; 133 (2), Satish; 133 (4), 323-9 (2007).
Model to Forecast Maximum Flows in On-Demand 175-82 (2007). Hydraulic conductivity
Irrigation Distribution Networks — J. A. Ro- Ghana Simultaneous Prediction of Saturated Hydraulic
driguez Diaz, E. Camacho Poyato, and R. Lopez Irrigation Water Resource Management for Sus- Conductivity and Drainable Porosity Using the
Luque; 133 (3), 222-31 (2007). tainable Agriculture—The Ankobra Basin, Inverse Problem Technique — Jamal M. V. Sa-
Chance-Constrained Optimization-Based Param- Ghana — Sandow Mark Yidana, Duke Ophori, mani, Parviz Fathi, and Mehdi Homaee; 133 (2),
eter Estimation for Muskingum Models — and Bruce Banoeng-Yakubo; 133 (6), 609-15 110-5 (2007).
Amlan Das; 133 (5), 487-94 (2007). (2007). Theory of Seepage into an Auger Hole in a Con-
Furrow irrigation Grasses fined Aquifer Overlying a Gravel Substratum —
Explicit Infiltration Function for Furrows — A. W. ANSWAPPS: Model for the Analysis of Grass Gautam Barua and Marc R. Hoffmann; 133 (4),
Warrick, N. Lazarovitch, A. Furman, and D. Swale-Perforated Pipe Systems — Habib Abida, 330-41 (2007).
Zerihun; 133 (4), 307-13 (2007). Jean Francois Sabourin, and Manel Ellouze; 133 Temperature Effects on the Infiltration Rate
Physically Based Coupled Model for Simulating (3), 211-21 (2007). through an Infiltration Basin BMP — Andrea
1D Surface-2D Subsurface Flow and Plant Gravels Braga, Michael Horst, and Robert G. Traver: 133
Water Uptake in Irrigation Furrows. I: Model Theory of Seepage into an Auger Hole in a Con- (6), 593-601 (2007).
Development — Th. Wohling and G. H. fined Aquifer Overlying a Gravel Substratum — Irrigation Water Resource Management for Sus-
Schmitz; 133 (6). 538-47 (2007). Gautam Barua and Marc R. Hoffmann; 133 (4), tainable Agriculture—The Ankobra Basin,
330-41 (2007). Ghana — Sandow Mark Yidana, Duke Ophori,
Physically Based Coupled Model for Simulating
1D Surface-2D Subsurface Flow and Plant Ground water and Bruce Banoeng-Yakubo; 133 (6), 609-15
Water Uptake in Irrigation Furrows. Il: Model Modeling Laboratory Observations on Stream- (2007).
Test and Evaluation — Th. Wohling and J. C. Aquifer Interaction — Sushil K. Singh; 133 (1), Hydraulic network
Mailhol; 133 (6), 548-58 (2007). 79-82 (2007). Model to Forecast Maximum Flows in On-Demand
Deciding Alternative Land Use Options in a Water- Irrigation Distribution Networks — J. A. Ro-
Fuzzy sets
shed Using GIS — Anita K. Prakash, I. V. Mura- driguez Diaz, E. Camacho Poyato, and R. Lopez
Groundwater Flow and Contaminant Transport
likrishna, P. K. Mishra, and R. V. R. K. Chalam; Luque; 133 (3), 222-31 (2007).
Simulation with Imprecise Parameters — Ram
133 (2), 162-74 (2007). New Methodology to Evaluate Flow Rates in On-
Kailash Prasad and Shashi Mathur; 133 (1),
61-70 (2007). Simple Equations for Aquifer Parameters from Demand Irrigation Networks — Miguel A.
Drawdowns in Large-Diameter Wells — Sushil Moreno, Patricio Planells, José F. Ortega, and
Minimum Cost Irrigation Network Design Using K. Singh; 133 (3), 279-81 (2007). José Tarjuelo; 133 (4), 298-306 (2007).
Interactive Fuzzy Integer Programming — M.
Spiliotis and G. Tsakiris; 133 (3), 242-8 (2007). Simple Approximation of Well Function for Con- Hydraulics
stant Drawdown Variable Discharge Artesian Analytical Relationships for Designing Multiple
Adaptive Neurofuzzy Computing Technique for
Wells — Sushil K. Singh; 133 (3), 282-5 (2007). Outlets Pipelines — Giirol Yildirim; 133 (2),
Evapotranspiration Estimation — Ozgiir Kisi Optimizing Aquifer Parameters from Drawdowns 140-54 (2007).
and Ozgiir Oztiirk; 133 (4), 368-79 (2007).
in Large Diameter Wells — Sushil K. Singh; 133 Field-Scale Assessment of Uncertainties in Drip Ir-
Optimization Model for Allocating Water in a River (4), 411-3 (2007). rigation Lateral Parameters — Yeboah
Basin during a Drought — Behrouz Abolpour Approximation of Well Function for Large Diam- Gyasi-Agyei; 133 (6), 512-9 (2007).
and Mahmood Javan; 133 (6), 559-72 (2007).
eter Wells — Sushil K. Singh; 133 (4), 414-6 Hydrographs
Gamma function (2007). Identifying Representative Parameters of [UH —
Identifying Representative Parameters of IUH — Ground-water flow Sushil K. Singh; 133 (6), 602-8 (2007).
Sushil K. Singh; 133 (6), 602-8 (2007).
Groundwater Flow and Contaminant Transport Hydrologic models
Genetic algorithms Simulation with Imprecise Parameters — Ram Rational Coefficients for Steeply Sloped
Optimal Design of a Stable Trapezoidal Channel Kailash Prasad and Shashi Mathur; 133 (1), Watersheds — A. Gillian Cutter and Richard H.
Section Using Hybrid Optimization Techniques 61-70 (2007). McCuen; 133 (2), 188-91 (2007).
— Rajib Kumar Bhattacharjya and Mysore G. Ground-water management Load Modeling Approach for Evaluating Selenium
Satish; 133 (4), 323-9 (2007). New Methods for Aquifer Parameters from Slug Stream Standards Compliance — R. Blair
Geographic information systems Test Data — Sushil K. Singh; 133 (3), 272-5 Hanna and Jim C. Loftis; 133 (3), 232-41 (2007).
Deciding Alternative Land Use Options in a Water- (2007). Modifications to SCS-CN Method for Long-Term
shed Using GIS — Anita K. Prakash, I. V. Mura- Development and Evaluation of Soil Moisture- Hydrologic Simulation — K. Geetha, S. K.
likrishna, P. K. Mishra, and R. V. R. K. Chalam; Based Seepage Irrigation Management for Water Mishra, T. I. Eldho, A. K. Rastogi, and R. P.
133 (2), 162-74 (2007). Use and Quality — C. Pandey, S. Shukla, and T. Pandey; 133 (5), 475-86 (2007).
Quantifying Rainfall and Flooding Impacts on A. Obreza; 133 (5), 435-43 (2007). Hydrology
Groundwater Levels in Irrigation Areas: GIS Estimating Storage Coefficient and Transmissivity Variations of Time of Concentration Estimates
Approach — Shahbaz Khan, Aftab Ahmad, and from Slug Test Data — Prabhata K. Swamee and Using NRCS Velocity Method — Xing Fang,
Butian Wang; 133 (4), 359-67 (2007). Sushil K. Singh; 133 (5), 505-7 (2007). David B. Thompson, Theodore G. Cleveland,
Analysis of Spatial Scenarios Aiding Decision Head loss and Pratistha Pradhan; 133 (4), 314-22 (2007).
Making for Regional Irrigation Water-Demand Modeling Laboratory Observations on Stream- HYDRUS-2D
Planning — Tzai-Hung Wen, Chun-Hung Lin, Aquifer Interaction — Sushil K. Singh; 133 (1), Using HY DRUS-2D Simulation Model to Evaluate
Ching-Tien Chen, and Ming-Daw Su; 133 (5), 79-82 (2007). Wetted Soil Volume in Subsurface Drip Irriga-
455-67 (2007). New Computational Fluid Dynamic Procedure to tion Systems — Giuseppe Provenzano; 133 (4),
Layout Design of Irrigation Networks in Highly Estimate Friction and Local Losses in Coex- 342-9 (2007).
Parcelled Territories Using Geographical Infor- truded Drip Laterals — Giuseppe Provenzano, Hysteresis
mation System — Alberto Garcia Prats and San- Pietro Di Dio, and Guillermo Palau Salvador; Effect of Periodic and Continuous Irrigation on
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / DECEMBER 2007 / 625
Water Transport through Porous Media — C. P. tion to Guide Soil Remediation — K. Gugane- 133 (4), 291-7 (2007).
Krishnamoorthy, Abhijit P. Deshpande, and S. sharajah, J. F. Pavey, J. van Wonderen, G. M. Irrigation practices
Pushpavanam; 133 (2), 100-9 (2007). Khasankhanova, D. J. Lyons, and B. J. Lloyd; Development and Evaluation of Soil Moisture-
In situ tests 133 (2), 131-9 (2007). Based Seepage Irrigation Management for Water
Comparison of Priestley-Taylor and FAO-56 Use and Quality — C. Pandey, S. Shukla, and T.
Stream Bank Erosion: In Situ Flume Tests — K.
Penman-Monteith for Daily Reference Evapo- A. Obreza; 133 (5), 435-43 (2007).
Debnath, V. Nikora, and A. Elliott; 133 (3),
256-64 (2007). transpiration Estimation in Georgia — Ayman Irrigation scheduling
A. Suleiman and Gerrit Hoogenboom; 133 (2), Residential Irrigation Water Use in Central Florida
Infiltration 175-82 (2007). — Melissa B. Haley, Michael D. Dukes, and
Effect of Periodic and Continuous Irrigation on
Water Table Fluctuation between Drains in the Grady L. Miller; 133 (5), 427-34 (2007).
Water Transport through Porous Media — C. P. Presence of Exponential Recharge and Depth- Irrigation systems
Krishnamoorthy, Abhijit P. Deshpande, and S. Dependent Evapotranspiration — R. M. Singh, Flexible Irrigation Systems: Concept, Design, and
Pushpavanam; 133 (2), 100-9 (2007). K. K. Singh, and S. R. Singh; 133 (2), 183-7 Application — John L. Merriam, Stuart W.
ANSWAPPS: Model for the Analysis of Grass (2007). Styles, and Beau J. Freeman; 133 (1), 2-11
Swale-Perforated Pipe Systems — Habib Abida, Multislit Weir Characteristics — A. S. Ramamur- (2007).
Jean Francois Sabourin, and Manel Ellouze; 133 thy, Junying Qu, Chao Zhai, and Diep Vo; 133 Operational Cost Benefits Study of Flexible On-
(3), 211-21 (2007). (2), 198-200 (2007). Farm Irrigation Supply Systems — John L. Mer-
Explicit Infiltration Function for Furrows — A. W. Model to Forecast Maximum Flows in On-Demand riam and Beau J. Freeman; 133 (1), 12-6 (2007).
Warrick, N. Lazarovitch, A. Furman, and D. Irrigation Distribution Networks — J. A. Ro- Analytical Relationships for Designing Multiple
Zerihun; 133 (4), 307-13 (2007). driguez Diaz, E. Camacho Poyato, and R. Lopez Outlets Pipelines — Giirol Yildirim; 133 (2),
Screening of Soil Amendments for Efficient Water- Luque; 133 (3), 222-31 (2007). 140-54 (2007).
Holding Capacity Based on a_ Rainfall- New Methodology to Evaluate Flow Rates in On- Minimum Cost Irrigation Network Design Using
Infiltration Model in a Vertisol — M. Rajeswari, Demand Irrigation Networks — Miguel A. Interactive Fuzzy Integer Programming — M.
G. R. Maruthi Sankar, M. V. Ranghaswami, and Moreno, Patricio Planells, José F. Ortega, and Spiliotis and G. Tsakiris; 133 (3), 242-8 (2007).
P. K. Mishra; 133 (5), 468-74 (2007). José Tarjuelo; 133 (4), 298-306 (2007). Optimum Design and Management of Pressurized
Approach to Control the Depth of Water in Basin Growth, Evapotranspiration, and Nitrogen Leach- Branched Irrigation Networks — Raziyeh Far-
Irrigation and Wetland Flooding — Hugo A. ing from Young Lysimeter-Grown Orange Trees mani, Ricardo Abadia, and Dragan Savic; 133
Lodiciga; 133 (5), 500-4 (2007). — Brian J. Boman and Anwar M. Battikhi; 133 (6), 528-37 (2007).
Physically Based Coupled Model for Simulating (4), 350-8 (2007). Land and water management
1D Surface-2D Subsurface Flow and Plant Quantifying Rainfall and Flooding Impacts on Quantifying Rainfall and Flooding Impacts on
Water Uptake in Irrigation Furrows. I: Model Groundwater Levels in Irrigation Areas: GIS Groundwater Levels in Irrigation Areas: GIS
Development — Th. Wohling and G. H. Approach — Shahbaz Khan, Aftab Ahmad, and Approach — Shahbaz Khan, Aftab Ahmad, and
Schmitz; 133 (6), 538-47 (2007). Butian Wang: 133 (4), 359-67 (2007). Butian Wang; 133 (4), 359-67 (2007).
Physically Based Coupled Model for Simulating Residential Irrigation Water Use in Central Florida Landscaping
1D Surface-2D Subsurface Flow and Plant — Melissa B. Haley, Michael D. Dukes, and Residential Irrigation Water Use in Central Florida
Water Uptake in Irrigation Furrows. II: Model Grady L. Miller; 133 (5), 427-34 (2007). Melissa B. Haley, Michael D. Dukes, and
Test and Evaluation — Th. Wohling and J. C. Analysis of Spatial Scenarios Aiding Decision Grady L. Miller; 133 (5), 427-34 (2007).
Mailhol: 133 (6), 548-58 (2007). Making for Regional Irrigation Water-Demand Large diameter wells
Temperature Effects on the Infiltration Rate Planning — Tzai-Hung Wen, Chun-Hung Lin, Optimizing Aquifer Parameters from Drawdowns
through an Infiltration Basin BMP — Andrea Ching-Tien Chen, and Ming-Daw Su; 133 (5), in Large Diameter Wells — Sushil K. Singh; 133
Braga, Michael Horst, and Robert G. Traver; 133 455-67 (2007). (4), 411-3 (2007).
(6), 593-601 (2007). . Screening of Soil Amendments for Efficient Water- Approximation of Well Function for Large Diam-
Instrumentation Holding Capacity Based on a_ Rainfall- eter Wells — Sushil K. Singh; 133 (4), 414-6
Infiltration Model in a Vertisol — M. Rajeswari, (2007).
Development and Evaluation of Soil Moisture-
Based Seepage Irrigation Management for Water G. R. Maruthi Sankar, M. V. Ranghaswami, and Leaching
Use and Quality — C. Pandey, S. Shukla, and T. P. K. Mishra; 133 (5), 468-74 (2007). Growth, Evapotranspiration, and Nitrogen Leach-
A. Obreza; 133 (5), 435-43 (2007). Discharge Relation for Cutthroat Flume under ing from Young Lysimeter-Grown Orange Trees
Free-Flow Condition — Vivek L. Manekar, ~ Brian J. Boman and Anwar M. Battikhi; 133
Irrigation Prakash D. Porey, and Ramesh N. Ingle; 133 (5), (4), 350-8 (2007).
General Irrigation Planning Performance of Water 495-9 (2007). Least squares method
User Associations in the Gediz Basin in Turkey
Approach to Control the Depth of Water in Basin Developing Regression Models for Predicting Pan
— Erhan Akkuzu, Halil B. Unal, Bekir S. Kara-
Irrigation and Wetland Flooding — Hugo A. Evaporation from Climatic Data—A Compari-
tas, Musa Avci, and Serafettin Asik; 133 (1),
Loaiciga; 133 (5), 500-4 (2007). son of Multiple Least-Squares, Principal Com-
17-26 (2007).
New Computational Fluid Dynamic Procedure to ponents, and Partial Least-Squares Approaches
Automatic Tuning of PI Controllers for an Irriga- Estimate Friction and Local Losses in Coex- ~ Gicy M. Kovoor and Lakshman Nandagiri;
tion Canal Pool — X. Litrico, P.-O. Malaterre, truded Drip Laterals — Giuseppe Provenzano, 133 (5), 444-54 (2007).
J.-P. Baume, P.-Y. Vion, and J. Ribot-Bruno; 133 Pietro Di Dio, and Guillermo Palau Salvador; Linear systems
(1), 27-37 (2007). 133 (6), 520-7 (2007). Minimum Cost Irrigation Network Design Using
Crop Coefficients for Microsprinkler-Irrigated, Layout Design of Irrigation Networks in Highly Interactive Fuzzy Integer Programming — M.
Clean-Cultivated, Mature Citrus in an Arid Parcelled Territories Using Geographical Infor- Spiliotis and G. Tsakiris; 133 (3), 242-8 (2007).
Climate — R. L. Snyder and N. V. O’Connell; mation System — Alberto Garcia Prats and San- Lining
133 (1), 43-52 (2007). tiago Guillem Pic6; 133 (6), 573-82 (2007). Flooding Probability Constrained Optimal Design
Effect of Periodic and Continuous Irrigation on Irrigation and drainage of Trapezoidal Channels — Amlan Das; 133 (1),
Water Transport through Porous Media — C. P. Estimating Daily Net Radiation over Vegetation 53-60 (2007).
Krishnamoorthy, Abhijit P. Deshpande, and S. Canopy through Remote Sensing and Climatic Lysimeters
Pushpavanam; 133 (2), 100-9 (2007). Data — Zohrab Samani, A. Salim Bawazir, Max Growth, Evapotranspiration, and Nitrogen Leach-
Simulation of Processes Involved in Soil Saliniza- Bleiweiss, Rhonda Skaggs, and Vien D. Tran; ing from Young Lysimeter-Grown Orange Trees
626 / JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / DECEMBER 2007
— Brian J. Boman and Anwar M. Battikhi; 133 tiago Guillem Picé; 133 (6), 573-82 (2007). Modeling Laboratory Observations on Stream-
(4), 350-8 (2007). Neural networks Aquifer Interaction — Sushil K. Singh; 133 (1),
Mathematical models Groundwater Flow and Contaminant Transport 79-82 (2007).
Simulation of Processes Involved in Soil Saliniza- Simulation with Imprecise Parameters — Ram Seepage Modeling Assisted Optimal Design of a
tion to Guide Soil Remediation — K. Gugane- Kailash Prasad and Shashi Mathur; 133 (1), Homogeneous Earth Dam: Procedure Evolution
sharajah, J. F. Pavey, J. van Wonderen, G. M. 61-70 (2007). — Ihssan A. Abdul Hussain, Deepak Kashyap,
Khasankhanova, D. J. Lyons, and B. J. Lloyd; Estimating Evapotranspiration Using Artificial and K. S. Hari Prasad; 133 (2), 116-30 (2007).
133 (2), 131-9 (2007). Neural Network and Minimum Climatological Optimal Design of Channel Having Horizontal
Explicit Infiltration Function for Furrows — A. W. Data — S. S. Zanetti, E. F. Sousa, V. P. S. Ol- Bottom and Parabolic Sides — Amlan Das; 133
Warrick, N. Lazarovitch, A. Furman, and D. iveira, F. T. Almeida, and S. Bernardo; 133 (2), (2), 192-7 (2007).
Zerihun; 133 (4), 307-13 (2007). 83-9 (2007). Minimum Cost Irrigation Network Design Using
Physically Based Coupled Model for Simulating Adaptive Neurofuzzy Computing Technique for Interactive Fuzzy Integer Programming — M.
1D Surface-2D Subsurface Flow and Plant Evapotranspiration Estimation — Ozgiir Kisi Spiliotis and G. Tsakiris; 133 (3), 242-8 (2007).
Water Uptake in Irrigation Furrows. I: Model and Ozgiir Oztiirk; 133 (4), 368-79 (2007). Optimal Design of a Stable Trapezoidal Channel
Development — Th. Wohling and G. H. Nitrates Section Using Hybrid Optimization Techniques
Schmitz; 133 (6), 538-47 (2007). Hydrology and Nitrogen Components of a Simple — Rajib Kumar Bhattacharjya and Mysore G.
Physically Based Coupled Model for Simulating Rye Growth Model — Gary W. Feyereisen, Gary Satish; 133 (4), 323-9 (2007).
1D Surface-2D Subsurface Flow and Plant R. Sands, Jeffrey S. Strock, Bruce N. Wilson, Optimizing Aquifer Parameters from Drawdowns
Water Uptake in Irrigation Furrows. II: Model and Paul M. Porter; 133 (2), 90-9 (2007). in Large Diameter Wells — Sushi! K. Singh; 133
Test and Evaluation — Th. W6hling and J. C. Nitrogen (4), 411-3 (2007).
Mailhol; 133 (6), 548-58 (2007).
Hydrology and Nitrogen Components of a Simple Chance-Constrained Optimization-Based Param-
Metric systems Rye Growth Model — Gary W. Feyereisen, Gary eter Estimation for Muskingum Models —
Satellite-Based Energy Balance for Mapping R. Sands, Jeffrey S. Strock, Bruce N. Wilson, Amlan Das; 133 (5), 487-94 (2007).
Evapotranspiration with Internalized Calibra- and Paul M. Porter; 133 (2), 90-9 (2007). Estimating Storage Coefficient and Transmissivity
tion (METRIC)—Model — Richard G. Allen,
Development and Evaluation of Soil Moisture- from Slug Test Data — Prabhata K. Swamee and
Masahiro Tasumi, and Ricardo Trezza; 133 (4),
Based Seepage Irrigation Management for Water Sushil K. Singh; 133 (5), 505-7 (2007).
380-94 (2007).
Use and Quality — C. Pandey, S. Shukla, and T. Optimum Design and Management of Pressurized
Satellite-Based Energy Balance for Mapping A. Obreza; 133 (5), 435-43 (2007). Branched Irrigation Networks — Raziyeh Far-
Evapotranspiration with Internalized Calibra-
Nonlinear analysis mani, Ricardo Abadia, and Dragan Savic; 133
tion (METRIC)—Applications — Richard G.
Identifying Representative Parameters of IUH — (6), 528-37 (2007).
Allen, Masahiro Tasumi, Anthony Morse,
Ricardo Trezza, James L. Wright, Wim Bas- Sushil K. Singh; 133 (6), 602-8 (2007). Identifying Representative Parameters of IUH —
tiaanssen, William Kramber, Ignacio Lorite, and Nonlinear differential equations Sushil K. Singh; 133 (6), 602-8 (2007).
Clarence W. Robison; 133 (4), 395-406 (2007). Effect of Periodic and Continuous Irrigation on Optimization models
Water Transport through Porous Media — C. P. Optimization Model for Allocating Water in a River
Models
Krishnamoorthy, Abhijit P. Deshpande, and S. Basin during a Drought — Behrouz Abolpour
Adaptive Neurofuzzy Computing Technique for
Pushpavanam; 133 (2), 100-9 (2007). and Mahmood Javan; 133 (6), 559-72 (2007).
Evapotranspiration Estimation —- Ozgiir Kisi
and Ozgiir Oztiirk; 133 (4), 368-79 (2007). Nutrient loads Parameters
Hydrology and Nitrogen Components of a Simple Modeling Laboratory Observations on Stream-
Chance-Constrained Optimization-Based Param-
Rye Growth Model — Gary W. Feyereisen, Gary Aquifer Interaction — Sushil K. Singh; 133 (1),
eter Estimation for Muskingum Models —
R. Sands, Jeffrey S. Strock, Bruce N. Wilson, 79-82 (2007).
Amlan Das; 133 (5), 487-94 (2007).
and Paul M. Porter; 133 (2), 90-9 (2007). New Methods for Aquifer Parameters from Slug
Moisture
Modifications to SCS-CN Method for Long-Term Open channel flow Test Data Sushil K. Singh; 133 (3), 272-5
Hydrologic Simulation — K. Geetha, S. K. Simple Flume for Flow Measurement in Sloping (2007).
Mishra, T. I. Eldho, A. K. Rastogi, and R. P. Open Channel — Giorgio Baiamonte and Vito Simple Approximation of Well Function for Con-
Pandey; 133 (5), 475-86 (2007). Ferro; 133 (1), 71-8 (2007). stant Drawdown Variable Discharge Artesian
Approach to Control the Depth of Water in Basin Solution of Specific Energy and Specific Force Wells — Sushil K. Singh; 133 (3), 282-5 (2007).
Irrigation and Wetland Flooding — Hugo A. Equations — Amlan Das; 133 (4), 407-10 Estimating Storage Coefficient and Transmissivity
Loaiciga; 133 (5), 500-4 (2007). (2007). from Slug Test Data — Prabhata K. Swamee and
Net radiation Discharge Relation for Cutthroat Flume under Sushil K. Singh; 133 (5), 505-7 (2007).
Estimating Daily Net Radiation over Vegetation Free-Flow Condition — Vivek L. Manekar, Field-Scale Assessment of Uncertainties in Drip Ir-
Canopy through Remote Sensing and Climatic Prakash D. Porey, and Ramesh N. Ingle; 133 (5), rigation Lateral Parameters — Yeboah
Data — Zohrab Samani, A. Salim Bawazir, Max 495-9 (2007). Gyasi-Agyei; 133 (6), 512-9 (2007).
Bleiweiss, Rhonda Skaggs, and Vien D. Tran; Open channels Identifying Representative Parameters of IUH —
133 (4), 291-7 (2007). Flooding Probability Constrained Optimal Design Sushil K. Singh; 133 (6), 602-8 (2007).
Netherlands of Trapezoidal Channels — Amlan Das; 133 (1), Performance characteristics
Satellite-Based Energy Balance for Mapping 53-60 (2007). General Irrigation Planning Performance of Water
Evapotranspiration with Internalized Calibra- Optimal Design of Channel Having Horizontal User Associations in the Gediz Basin in Turkey
tion (METRIC)—Model — Richard G. Allen, Bottom and Parabolic Sides — Amlan Das; 133 — Erhan Akkuzu, Halil B. Unal, Bekir S. Kara-
Masahiro Tasumi, and Ricardo Trezza; 133 (4), (2), 192-7 (2007). tas, Musa Avci, and Serafettin Asik; 133 (1),
380-94 (2007). Optimal Design of a Stable Trapezoidal Channel 17-26 (2007).
Network design Section Using Hybrid Optimization Techniques Permeable block pavers
Minimum Cost Irrigation Network Design Using — Rajib Kumar Bhattacharjya and Mysore G. Field Survey of Permeable Pavement Surface Infil-
Interactive Fuzzy Integer Programming — M. Satish; 133 (4), 323-9 (2007). tration Rates — Eban Z. Bean, William F. Hunt,
Spiliotis and G. Tsakiris; 133 (3), 242-8 (2007). Optimization and David A. Bidelspach; 133 (3), 249-55
Layout Design of Irrigation Networks in Highly Flooding Probability Constrained Optimal Design (2007).
Parcelled Territories Using Geographical Infor- of Trapezoidal Channels — Amlan Das; 133 (1), Permeable concrete
mation System — Alberto Garcia Prats and San- 53-60 (2007). Field Survey of Permeable Pavement Surface Infil-
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / DECEMBER 2007 / 627
tration Rates — Eban Z. Bean, William F. Hunt, Regional groundwater dynamics tration Rates — Eban Z. Bean, William F. Hunt,
and David A. Bidelspach; 133 (3), 249-55 Quantifying Rainfall and Flooding Impacts on and David A. Bidelspach; 133 (3), 249-55
(2007). Groundwater Levels in Irrigation Areas: GIS (2007).
Permeable pavement Approach — Shahbaz Khan, Aftab Ahmad, and Experimental Assessment of the Sprinkler Applica-
Field Survey of Permeable Pavement Surface Infil- Butian Wang; 133 (4), 359-67 (2007). tion Rate for Steep Sloping Fields — F. E. Cis-
tration Rates — Eban Z. Bean, William F. Hunt, Regression analysis neros Espinosa, P. Torres, and J. Feyen; 133 (3),
and David A. Bidelspach; 133 (3), 249-55 Comparing Net Radiation Estimation Methods: 276-8 (2007).
(2007). CIMIS versus Penman—Monteith — Bekele Te- Development and Evaluation of Soil Moisture-
Phosphorus mesgen, Simon Eching, and Kent Frame; 133 Based Seepage Irrigation Management for Water
Development and Evaluation of Soil Moisture- (3), 265-71 (2007). Use and Quality — C. Pandey, S. Shukla, and T.
Based Seepage Irrigation Management for Water Developing Regression Models for Predicting Pan A. Obreza; 133 (5), 435-43 (2007).
Use and Quality — C. Pandey, S. Shukla, and T. Evaporation from Climatic Data—A Compari- Modifications to SCS-CN Method for Long-Term
A. Obreza; 133 (5), 435-43 (2007). son of Multiple Least-Squares, Principal Com- Hydrologic Simulation — K. Geetha, S. K.
ponents, and Partial Least-Squares Approaches
Pipe flow Mishra, T. I. Eldho, A. K. Rastogi, and R. P.
— Gicy M. Kovoor and Lakshman Nandagiri;
Analytical Relationships for Designing Multiple Pandey; 133 (5), 475-86 (2007).
133 (5), 444-54 (2007).
Outlets Pipelines — Giirol Yildirim; 133 (2), Identifying Representative Parameters of [UH —
140-54 (2007). Regression models Sushil K. Singh; 133 (6), 602-8 (2007).
Developing Regression Models for Predicting Pan
New Methodology to Evaluate Flow Rates in On-
Evaporation from Climatic Data—A Compari- Salinity
Demand Irrigation Networks — Miguel A.
son of Multiple Least-Squares, Principal Com- Load Modeling Approach for Evaluating Selenium
Moreno, Patricio Pianells, José F. Ortega, and
ponents, and Partial Least-Squares Approaches Stream Standards Compliance — R. Blair
José Tarjuelo; 133 (4), 298-306 (2007).
— Gicy M. Kovoor and Lakshman Nandagiri; Hanna and Jim C. Loftis; 133 (3), 232-41 (2007).
Pipelines 133 (5), 444-54 (2007). Quantifying Rainfall and Flooding Impacts on
Flexible Irrigation Systems: Concept, Design, and
Remote sensing Groundwater Levels in Irrigation Areas: GIS
Application — John L. Merriam, Stuart W.
Deciding Alternative Land Use Options in a Water- Approach — Shahbaz Khan, Aftab Ahmad, and
Styles, and Beau J. Freeman; 133 (1), 2-11
shed Using GIS — Anita K. Prakash, I. V. Mura- Butian Wang; 133 (4), 359-67 (2007).
(2007).
likrishna, P. K. Mishra, and R. V. R. K. Chalam;
Porosity 133 (2), 162-74 (2007). Salt water intrusion
Simultaneous Prediction of Saturated Hydraulic Simulation of Processes Involved in Soil Saliniza-
Conductivity and Drainable Porosity Using the Reservoir operation tion to Guide Soil Remediation — K. Gugane-
Optimization Model for Allocating Water in a River
Inverse Problem Technique — Jamal M. V. Sa- sharajah, J. F. Pavey, J. van Wonderen, G. M.
Basin during a Drought — Behrouz Abolpour
mani, Parviz Fathi, and Mehdi Homaee; 133 (2), Khasankhanova, D. J. Lyons, and B. J. Lloyd;
and Mahmood Javan; 133 (6), 559-72 (2007).
110-5 (2007). 133 (2), 131-9 (2007).
Reservoirs
Porous materials Flexible Irrigation Systems: Concept, Design, and Satellites
Evaluation of Four Permeable Pavement Sites in Application — John L. Merriam, Stuart W. Estimating Daily Net Radiation over Vegetation
Eastern North Carolina for Runoff Reduction Styles, and Beau J. Freeman; 133 (1), 2-11 Canopy through Remote Sensing and Climatic
and Water Quality Impacts — Eban Zachary Data — Zohrab Samani, A. Salim Bawazir, Max
(2007).
Bean, William Frederick Hunt, and David Alan Bleiweiss, Rhonda Skaggs, and Vien D. Tran;
Residential location
Bidelspach; 133 (6), 583-92 (2007). 133 (4), 291-7 (2007).
Residential Irrigation Water Use in Central Florida
Predictions — Melissa B. Haley, Michael D. Dukes, and Satellite-Based Energy Balance for Mapping
Simultaneous Prediction of Saturated Hydraulic Grady L. Miller; 133 (5), 427-34 (2007). Evapotranspiration with Internalized Calibra-
Conductivity and Drainable Porosity Using the tion (METRIC)—Model — Richard G. Allen,
Residual drawdown
Inverse Problem Technique — Jamal M. V. Sa- Masahiro Tasumi, and Ricardo Trezza; 133 (4),
Optimizing Aquifer Parameters from Drawdowns
mani, Parviz Fathi, and Mehdi Homaee; 133 (2), 380-94 (2007).
in Large Diameter Wells — Sushil K. Singh; 133
110-5 (2007). (4), 411-3 (2007). Satellite-Based Energy Balance for Mapping
Pressurized flow Evapotranspiration with Internalized Calibra-
Return flow
Optimum Design and Management of Pressurized tion (METRIC)—Applications — Richard G.
Load Modeling Approach for Evaluating Selenium
Branched Irrigation Networks — Raziyeh Far- Allen, Masahiro Tasumi, Anthony Morse,
Stream Standards Compliance — R. Blair
mani, Ricardo Abadia, and Dragan Savic; 133 Ricardo Trezza, James L. Wright, Wim Bas-
Hanannda Ji m C. Loftis; 133 (3), 232-41 (2007).
(6), 528-37 (2007). tiaanssen, William Kramber, Ignacio Lorite, and
River basins
Pumping Optimization Model for Allocating Water in a River Clarence W. Robison; 133 (4), 395-406 (2007).
Approximation of Well Function for Large Diam- Basin during a Drought — Behrouz Abolpour Scheduling
eter Wells — Sushil K. Singh; 133 (4), 414-6 and Mahmood Javan; 133 (6), 559-72 (2007). Optimum Design and Management of Pressurized
(2007). Irrigation Water Resource Management for Sus- Branched Irrigation Networks — Raziyeh Far-
Pumps tainable Agriculture—The Ankobra Basin, mani, Ricardo Abadia, and Dragan Savic; 133
Semianalytical Model for Drawdown due to Pump- Ghana — Sandow Mark Yidana, Duke Ophori, (6), 528-37 (2007).
ing a Partially Penetrating Large Diameter Well and Bruce Banoeng-Yakubo; 133 (6), 609-15 Seepage
— Sushil K. Singh; 133 (2), 155-61 (2007). (2007). Seepage Modeling Assisted Optimal Design of a
Simple Equations for Aquifer Parameters from Roughness Homogeneous Earth Dam: Procedure Evolution
Drawdowns in Large-Diameter Wells — Sushil Flooding Probability Constrained Optimal Design — Ihssan A. Abdul Hussain, Deepak Kashyap,
K. Singh; 133 (3), 279-81 (2007). of Trapezoidal Channels — Amlan Das; 133 (1), and K. S. Hari Prasad; 133 (2), 116-30 (2007).
Railroad tracks 53-60 (2007). Load Modeling Approach for Evaluating Selenium
Field-Scale Assessment of Uncertainties in Drip Ir- Runoff Stream Standards Compliance — R. Blair
rigation Lateral ‘Parameters — Yeboah ANSWAPPS: Model for the Analysis of Grass Hanna and Jim C. Loftis; 133 (3), 232-41 (2007).
Gyasi-Agyei; 133 (6), 512-9 (2007). Swale-Perforated Pipe Systems — Habib Abida, Development and Evaluation of Soil Moisture-
Rainfall Jean Francois Sabourin, and Manel Ellouze; 133 Based Seepage Irrigation Management for Water
Identifying Representative Parameters of IUH — (3), 211-21 (2007). Use and Quality — C. Pandey, S. Shukla, and T.
Sushil K. Singh; 133 (6), 602-8 (2007). Field Survey of Permeable Pavement Surface Infil- A. Obreza; 133 (5), 435-43 (2007).
628 / JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / DECEMBER 2007
Shallow water-table and floods Solar radiation Quantifying Rainfall and Flooding Impacts on
Quantifying Rainfall and Flooding Impacts on Comparing Net Radiation Estimation Methods: Groundwater Levels in Irrigation Areas: GIS
Groundwater Levels in Irrigation Areas: GIS CIMIS versus Penman—Monteith — Bekele Te- Approach — Shahbaz Khan, Aftab Ahmad, and
Approach — Shahbaz Khan, Aftab Ahmad, and mesgen, Simon Eching, and Kent Frame; 133 Butian Wang; 133 (4), 359-67 (2007).
Butian Wang; 133 (4), 359-67 (2007). (3), 265-71 (2007). Subsurface drip irrigation
Simulation Estimating Daily Net Radiation over Vegetation Using HY DRUS-2D Simulation Model to Evaluate
Groundwater Flow and Contaminant Transport Canopy through Remote Sensing and Climatic Wetted Soil Volume in Subsurface Drip Irriga-
Simulation with Imprecise Parameters — Ram Data — Zohrab Samani, A. Salim Bawazir, Max tion Systems — Giuseppe Provenzano; 133 (4),
Kailash Prasad and Shashi Mathur; 133 (1), Bleiweiss, Rhonda Skaggs, and Vien D. Tran; 342-9 (2007).
61-70 (2007). 133 (4), 291-7 (2007).
Surface infiltration
Simultaneous Prediction of Saturated Hydraulic Spain Field Survey of Permeable Pavement Surface Infil-
Conductivity and Drainable Porosity Using the Model to Forecast Maximum Flows in On-Demand tration Rates — Eban Z. Bean, William F. Hunt,
Inverse Problem Technique — Jamal M. V. Sa- Irrigation Distribution Networks — J. A. Ro- and David A. Bidelspach; 133 (3), 249-55
mani, Parviz Fathi, and Mehdi Homaee; 133 (2), driguez Diaz, E. Camacho Poyato, and R. Lopez (2007).
110-5 (2007). Luque; 133 (3), 222-31 (2007).
Taiwan
Simulation of Processes Involved in Soil Saliniza- Spatial analysis
Analysis of Spatiai Scenarios Aiding Decision
tion to Guide Soil Remediation — K. Gugane- Quantifying Rainfall and Flooding Impacts on
Making for Regional Irrigation Water-Demand
sharajah, J. F. Pavey, J. van Wonderen, G. M. Groundwater Levels in Irrigation Areas: GIS
Planning — Tzai-Hung Wen, Chun-Hung Lin,
Khasankhanova, D. J. Lyons, and B. J. Lloyd; Approach — Shahbaz Khan, Aftab Ahmad, and
Ching-Tien Chen, and Ming-Daw Su; 133 (5),
133 (2), 131-9 (2007). Butian Wang; 133 (4), 359-67 (2007). 455-67 (2007).
Screening of Soil Amendments for Efficient Water- Sprinkler irrigation
Temperature
Holding Capacity Based on a_ Rainfall- Experimental Assessment of the Sprinkler Applica-
Hargreaves versus Penman-Monteith under Humid
Infiltration Model in a Vertisol — M. Rajeswari, tion Rate for Steep Sloping Fields — F. E. Cis-
Conditions — Slavisa Trajkovic; 133 (1), 38-42
G. R. Maruthi Sankar, M. V. Ranghaswami, and neros Espinosa, P. Torres, and J. Feyen; 133 (3),
(2007).
P. K. Mishra; 133 (5), 468-74 (2007). 276-8 (2007).
Temperature effects
Modifications to SCS-CN Method for Long-Term Stable section
Temperature Effects on the Infiltration Rate
Hydrologic Simulation — K. Geetha, S. K. Optimal Design of a Stable Trapezoidal Channel
through an Infiltration Basin BMP — Andrea
Mishra, T. I. Eldho, A. K. Rastogi, and R. P. Section Using Hybrid Optimization Techniques
Braga, Michael Horst, and Robert G. Traver: 133
Pandey; 133 (5), 475-86 (2007). — Rajib Kumar Bhattacharjya and Mysore G.
(6), 593-601 (2007)
Slopes Satish; 133 (4), 323-9 (2007).
Temperature measurement
Simple Flume for Flow Measurement in Sloping Steady flow
Satellite-Based Energy Balance for Mapping
Open Channel — Giorgio Baiamonte and Vito Analytical Relationships for Designing Multiple
Evapotranspiration with Internalized Calibra-
Ferro; 133 (1), 71-8 (2007). Outlets Pipelines — Giirol Yildirim; 133 (2),
tion (METRIC)—Model Richard G. Allen,
Rational Coefficients for Steeply Sloped 140-54 (2007).
Masahiro Tasumi, and Ricardo Trezza; 133 (4),
Watersheds — A. Gillian Cutter and Richard H. Stochastic models
380-94 (2007).
McCuen; 133 (2), 188-91 (2007). New Methodology to Evaluate Flow Rates in On-
Experimental Assessment of the Sprinkler Applica- Demand Irrigation Networks — Miguel A. Time of concentration
tion Rate for Steep Sloping Fields — F. E. Cis- Moreno, Patricio Planells, José F. Ortega, and Variations of Time of Concentration Estimates
neros Espinosa, P. Torres, and J. Feyen; 133 (3), José Tarjuelo; 133 (4), 298-306 (2007). Using NRCS Velocity Method — Xing Fang,
David B. Thompson, Theodore G. Cleveland,
276-8 (2007). Storage coefficient
and Pratistha Pradhan; 133 (4), 314-22 (2007).
Field-Scale Assessment of Uncertainties in Drip Ir- Optimizing Aquifer Parameters from Drawdowns
rigation Lateral Parameters — Yeboah in Large Diameter Wells — Sushil K. Singh; 133 Transmissivity
Gyasi-Agyei; 133 (6), 512-9 (2007). (4), 411-3 (2007). Optimizing Aquifer Parameters from Drawdowns
in Large Diameter Wells — Sushil K. Singh; 133
Sodium Approximation of Well Function for Large Diam-
(4), 411-3 (2007).
Irrigation Water Resource Management for Sus- eter Wells — Sushil K. Singh; 133 (4), 414-6
tainable Agriculture—The Ankobra Basin, (2007). Approximation of Well Function for Large Diam-
eter Wells — Sushil K. Singh; 133 (4), 414-6
Ghana — Sandow Mark Yidana, Duke Ophori, Estimating Storage Coefficient and Transmissivity
(2007).
and Bruce Banoeng-Yakubo; 133 (6), 609-15 from Slug Test Data — Prabhata K. Swamee and
(2007). Sushil K. Singh; 133 (5), 505-7 (2007). Transpiration
Soil conservation Stormwater management Effect of Periodic and Continuous Irrigation on
Deciding Alternative Land Use Options in a Water- ANSWAPPS: Model for the Analysis of Grass Water Transport through Porous Media — C. P.
shed Using GIS — Anita K. Prakash, I. V. Mura- Swale-Perforated Pipe Systems — Habib Abida, Krishnamoorthy, Abhijit P. Deshpande, and S.
likrishna, P. K. Mishra, and R. V. R. K. Chalam; Jean Francois Sabourin, and Manel Ellouze; 133 Pushpavanam; 133 (2), 100-9 (2007).
133 (2), 162-74 (2007). (3), 211-21 (2007). Travel time
Soil erosion Evaluation of Four Permeable Pavement Sites in Variations of Time of Concentration Estimates
Deciding Alternative Land Use Options in a Water- Eastern North Carolina for Runoff Reduction Using NRCS Velocity Method — Xing Fang,
shed Using GIS — Anita K. Prakash, I. V. Mura- and Water Quality Impacts — Eban Zachary David B. Thompson, Theodore G. Cleveland,
likrishna, P. K. Mishra, and R. V. R. K. Chalam; Bean, William Frederick Hunt, and David Alan and Pratistha Pradhan; 133 (4), 314-22 (2007).
133 (2), 162-74 (2007). Bidelspach; 133 (6), 583-92 (2007). Trickle irrigation
Soil water Temperature Effects on the Infiltration Rate Field-Scale Assessment of Uncertainties in Drip Ir-
Approach to Control the Depth of Water in Basin through an Infiltration Basin BMP — Andrea rigation Lateral Parameters — Yeboah
Irrigation and Wetland Flooding — Hugo A. Braga, Michael Horst, and Robert G. Traver; 133 Gyasi-Agyei; 133 (6), 512-9 (2007).
Lodiciga; 133 (5), 500-4 (2007). (6), 593-601 (2007). Turbulence
Soil water storage Subsurface drainage New Computational Fluid Dynamic Procedure to
Hydrology and Nitrogen Components of a Simple Hydrology and Nitrogen Components of a Simple Estimate Friction and Local Losses in Coex-
Rye Growth Model — Gary W. Feyereisen, Gary Rye Growth Model — Gary W. Feyereisen, Gary truded Drip Laterals — Giuseppe Provenzano,
R. Sands, Jeffrey S. Strock, Bruce N. Wilson, R. Sands, Jeffrey S. Strock, Bruce N. Wilson, Pietro Di Dio, and Guillermo Palau Salvador;
and Paul M. Porter; 133 (2), 90-9 (2007). and Paul M. Porter; 133 (2), 90-9 (2007). 133 (6), 520-7 (2007).
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / DECEMBER 2007 / 629
Turkey Mailhol; 133 (6), 548-58 (2007). Water pipelines
General Irrigation Planning Performance of Water Velocity Analytical Relationships for Designing Multiple
User Associations in the Gediz Basin in Turkey Development of Experimental Test Setup to Evalu- Outlets Pipelines — Giirol Yildirim; 133 (2),
— Erhan Akkuzu, Halil B. Unal, Bekir S. Kara- ate Abrasion Characteristics of Drainage Pipes 140-54 (2007).
tas, Musa Avci, and Serafettin Asik; 133 (1), — Yeol Choi, Ali Abolmaali, Jiwon Jung, and Water pollution
17-26 (2007). Jong-Su Yoo; 133 (3), 206-10 (2007). Evaluation of Four Permeable Pavement Sites in
Two-dimensional models Eastern North Carolina for Runoff Reduction
Velocity method
Explicit Infiltration Function for Furrows — A. W. Variations of Time of Concentration Estimates and Water Quality Impacts — Eban Zachary
Warrick, N. Lazarovitch, A. Furman, and D. Bean, William Frederick Hunt, and David Alan
Using NRCS Velocity Method — Xing Fang,
Zerihun; 133 (4), 307-13 (2007). Bidelspach; 133 (6), 583-92 (2007).
David B. Thompson, Theodore G. Cleveland,
Physically Based Coupled Model for Simulating and Pratistha Pradhan; 133 (4), 314-22 (2007). Water quality
1D Surface-2D Subsurface Flow and Plant Load Modeling Approach for Evaluating Selenium
Water demand
Water Uptake in Irrigation Furrows. I: Model Stream Standards Compliance — R. Blair
Analysis of Spatial Scenarios Aiding Decision
Development — Th. Wohling and G. H. Hanna and Jim C. Loftis; 133 (3), 232-41 (2007).
Making for Regional Irrigation Water-Demand
Schmitz; 133 (6), 538-47 (2007).
Planning — Tzai-Hung Wen, Chun-Hung Lin, Growth, Evapotranspiration, and Nitrogen Leach-
Physically Based Coupled Model for Simulating Ching-Tien Chen, and Ming-Daw Su; 133 (5), ing from Young Lysimeter-Grown Orange Trees
1D Surface-2D Subsurface Flow and Plant 455-67 (2007). — Brian J. Boman and Anwar M. Battikhi; 133
Water Uptake in Irrigation Furrows. II: Model Optimization Model for Allocating Water in a River (4), 350-8 (2007).
Test and Evaluation — Th. Wohling and J. C.
Basin during a Drought — Behrouz Abolpour Water resources
Mailhol; 133 (6), 548-58 (2007).
and Mahmood Javan; 133 (6), 559-72 (2007). Load Modeling Approach for Evaluating Selenium
Uncertainty principles Stream Standards Compliance — R. Blair
Field-Scale Assessment of Uncertainties in Drip Ir- Water discharge Hanna and Jim C. Loftis; 133 (3), 232-41 (2007).
rigation Lateral Parameters — Yeboah Simple Approximation of Well Function for Con-
Gyasi-Agyei; 133 (6), 512-9 (2007). stant Drawdown Variable Discharge Artesian Water rights
Wells — Sushil K. Singh; 133 (3), 282-5 (2007). Satellite-Based Energy Balance for Mapping
Unsaturated flow
Evapotranspiration with Internalized Calibra-
Effect of Periodic and Continuous Irrigation on Water distribution systems
tion (METRIC)—Applications — Richard G.
Water Transport through Porous Media — C. P. General Irrigation Planning Performance of Water
Allen, Masahiro Tasumi, Anthony Morse,
Krishnamoorthy, Abhijit P. Deshpande, and S. User Associations in the Gediz Basin in Turkey
Ricardo Trezza, James L. Wright, Wim Bas-
Pushpavanam; 133 (2), 100-9 (2007). — Erhan Akkuzu, Halil B. Unal, Bekir S. Kara-
tiaanssen, William Kramber, Ignacio Lorite, and
tas, Musa Avci, and Serafettin Asik; 133 (1),
Unsteady flow Clarence W. Robison; 133 (4), 395-406 (2007).
17-26 (2007).
Semianalytical Model for Drawdown due to Pump-
ing a Partially Penetrating Large Diameter Well Model to Forecast Maximum Flows in On-Demand Water shortage
— Sushil K. Singh; 133 (2), 155-61 (2007). Irrigation Distribution Networks — J. A. Ro- Satellite-Based Energy Balance for Mapping
driguez Diaz, E. Camacho Poyato, and R. L6pez Evapotranspiration with Internalized Calibra-
Simple Equations for Aquifer Parameters from
Luque; 133 (3), 222-31 (2007). tion (METRIC)—Model — Richard G. Allen,
Drawdowns in Large-Diameter Wells — Sushil
Masahiro Tasumi, and Ricardo Trezza; 133 (4),
K. Singh; 133 (3), 279-81 (2007). Water levels
380-94 (2007).
Simple Approximation of Well Function for Con- New Methods for Aquifer Parameters from Slug
stant Drawdown Variable Discharge Artesian Test Data — Sushil K. Singh; 133 (3), 272-5 Water storage
Wells — Sushil K. Singh; 133 (3), 282-5 (2007). (2007). New Methods for Aquifer Parameters from Slug
Test Data — Sushil K. Singh; 133 (3), 272-5
Approximation of Well Function for Large Diam- Water loss (2007).
eter Wells — Sushil K. Singh; 133 (4), 414-6 Crop Coefficients for Microsprinkler-Irrigated,
Simple Equations for Aquifer Parameters from
(2007). Clean-Cultivated, Mature Citrus in an Arid
Drawdowns in Large-Diameter Wells — Sushil
Urban stormwater Climate — R. L. Snyder and N. V. O’Connell; K. Singh; 133 (3), 279-81 (2007).
Field Survey of Permeable Pavement Surface Infil- 133 (1), 43-52 (2007).
Simple Approximation of Well Function for Con-
tration Rates — Eban Z. Bean, William F. Hunt, Water management
stant Drawdown Variable Discharge Artesian
and David A. Bidelspach; 133 (3), 249-55 General Irrigation Planning Performance of Water
Wells — Sushil K. Singh; 133 (3), 282-5 (2007).
(2007). User Associations in the Gediz Basin in Turkey
Validation — Erhan Akkuzu, Halil B. Unal, Bekir S. Kara- Water supply
ANSWAPPS: Model for the Analysis of Grass tas, Musa Avci, and Serafettin Asik; 133 (1), Operational Cost Benefits Study of Flexible On-
Swale-Perforated Pipe Systems — Habib Abida, 17-26 (2007). Farm Irrigation Supply Systems — John L. Mer-
riam and Beau J. Freeman; 133 (1), 12-6 (2007).
Jean Francois Sabourin, and Manel Ellouze; 133 Development and Evaluation of Soil Moisture-
(3),.211-21 (2007). Based Seepage Irrigation Management for Water Optimization Model for Allocating Water in a River
Developing Regression Models for Predicting Pan Use and Quality — C. Pandey, S. Shukla, and T. Basin during a Drought — Behrouz Abolpour
Evaporation from Climatic Data—A Compari- A. Obreza; 133 (5), 435-43 (2007). and Mahmood Javan; 133 (6), 559-72 (2007).
son of Multiple Least-Squares, Principal Com- Analysis of Spatial Scenarios Aiding Decision Water table
ponents, and Partial Least-Squares Approaches Making for Regional Irrigation Water-Demand Water Table Fluctuation between Drains in the
— Gicy M. Kovoor and Lakshman Nandagiri: Planning — Tzai-Hung Wen, Chun-Hung Lin, Presence of Exponential Recharge and Depth-
133 (5), 444-54 (2007). Ching-Tien Chen, and Ming-Daw Su; 133 (5), Dependent Evapotranspiration — R. M. Singh,
Vegetation 455-67 (2007). K. K. Singh, and S. R. Singh; 133 (2), 183-7
Physically Based Coupled Model for Simulating Discharge Relation for Cutthroat Flume under (2007).
1D Surface-2D Subsurface Flow and Plant Free-Flow Condition — Vivek L. Manekar, Development and Evaluation of Soil Moisture-
Water Uptake in Irrigation Furrows. I: Model Prakash D. Porey, and Ramesh N. Ingle; 133 (5), Based Seepage Irrigation Management for Water
Development — Th. Wo6hling and G. H. 495-9 (2007). Use and Quality — C. Pandey, S. Shukla, and T.
Schmitz; 133 (6), 538-47 (2007). New Computational Fluid Dynamic Procedure to A. Obreza; 133 (5), 435-43 (2007).
Physically Based Coupled Model for Simulating Estimate Friction and Local Losses in Coex- Water use
1D Surface-2D Subsurface Flow and Plant truded Drip Laterals — Giuseppe Provenzano, Residential Irrigation Water Use in Central Florida
Water Uptake in Irrigation Furrows. II: Model Pietro Di Dio, and Guillermo Palau Salvador; — Melissa B. Haley, Michael D. Dukes, and
Test and Evaluation — Th. Wohling and J. C. 133 (6), 520-7 (2007). Grady L. Miller; 133 (5), 427-34 (2007).
630 / JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING © ASCE / DECEMBER 2007