2004 ANNUAL INDEX Civil Engineering Database Subject Heading Index Civil Engineering Database (CEDB) is Catchments Droughts sasy bibliographic The provides access proceedings, magazines, below were assigned to papers published in this journal during 2004 1 CEDB $s subject The CEDB 1 subject heading list accessed n the Web Emergency services Algorithms Data analysis Estimating Characteristicos f Rainfall and Thei Field-Data A fects on Sampling Schemes: Case Study fo Bruce Hunt Korea Data collection Jung, Ad Entropy Aquifers Equation of motion N H Estimation Xunhong 2003 Aquifer Stage Arid lands Nonparam Periods of Droughts in Woong Kim, Juan B 8(5), 2 46 3) Basins Ams te Flood Forecasts for Urban Bz with Integrated Hydro-Meteorological Model Antonis D Koussis, Konstantinos Lagouvardos, Katerina Mazi, Vassiliki Kotroni, Dieter Sitzmann, Jurgen Hermann Zaiss, Andrea Buzzi, and Piero (1), 1-11 (2003 Best management practice ogy Ditch: A Best Manag Storm Water Runoff Mitigation Barber, Steven G. King, David R. Yonge, and Wade E. Hathhorn; 8(3), 111-22 ( Distribution Boundary conditions Entropy-Based Parameter I Modeling Groundwater Flow under Transient Non Distribution V. P. Singh and linear Free Surface Sergio E. Serrano; 8(3), 81-92 (2003) 123-32 (2003) Ditches Caribbean Ecology Ditch: A Best Management Practice for Flood Estimation of Sustainable Yield of Some Rivers in Storm Water Runoff Mitigation Michael | Tropical Storm Allison lrinidad Gyan S. Shrivastava; 8(1), 35-40 Barber, Steven G. King, David R. Yonge, and Anthony Holder , Jude A. Be (2003). Wade E. Hathhorn; 8(3), 111-22 (2003) E. Vieux: 8(6). 308-18 (2003 JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 561 Flood frequency Gaging stations Derivation of Synthetic Unit Hydrograph. P. Joint Seasonal /Annual Flood Frequency Analysis. Radial Basis Function Neural Network for Mod- K. Bhunya, S. K. Mishra, and Ronny S. R. Durrans, M. A. Eiffe, W. O. Thomas, Jr.. eling Rating Curves. K. P. Sudheer and S. K Berndtsson; 8(4), 226-30 (2003) and H. M. Goranflo: 8(4 2003 Jain; 8(3), 161-4 (2003) Nonlinear Convection-Diffusion Equation with Flood hydrology Simple, Practical Method for Determining Station Mixing-Cell Method for Channel Flood Estimating Instantaneous Peak Flow from Meat Weights Using Thiessen Polygons and Isohyetal Routing. — G.-T. Wang, S. Chen, J. Boll, and V Daily Flow Data leinz Dieter Fill and Alex Maps Fritz R. Fiedler; 8(4), 219-21 (2003). P. Singh; 8(5), 259-65 (2003) andre Arns Steiner Gamma function Hydrologic aspects Simplified Two-Parameter Gamma Distribution for Nonlinear Hydrologic Processes: Conservation Flood plains Derivation of Synthetic Unit Hydrograph. E. Equations for Determining Their Means and Atmospheric omenti Roughness Applied to K. Bhunya, S. K. Mishra, and Ronny Probability Distributions M. Levent Kavvas: age-Discharge Relationships Flood Plains Berndtsson: 8(4), 226-30 (2003) 8(2), 44-53 (2003) Jennifer M. Jacobs and Min-Hui Wang; 8(2), 99-104 (2003 Greece Hydrologic data Flood Forecasts for Urban Basin with Integrated State-Space_ Discretization of the Kalinin- Flood routing Hydro-Meteorological Model. Antonis D Milyukov-Nash-Cascade in a Sample-Data Sys- Nonlinear Convection-Diffusion Equation with Koussis, Konstantinos Lagouvardos, Katerina tem Framework for Streamflow Forecasting Mixing-Cell Method for Channel Flood Mazi, Vassiliki Kotroni, Dieter Sitzmann, Jurgen Jozsef Szilagyi; 8(6), 339-47 (2003) Routing G.-T. Wai hen, J. Boll, and V Lang, Hermann Zaiss, Andrea Buzzi, and Piero Hydrologic models P. Singh; 8(5), 259-6 Malguzzi; 8(1), 1-11 (2003) Estimating Basin Evapotranspiration Using Dis Florida Ground water tributed Hydrologic Model Z. X. Xu and J Artificial Neural Netw 1 Predicting Numerical Modeling of Saline Intrusion in Salar de YY. Le SZ). 74-86 (2003) Transient Water Multilayered Atacama Ignacio Tejeda, Rodrigo Cienfu State-Space Discretization of the Kalinin- Groundwater egos, Jose F. Munoz, and Mario Duran; 8(1), Milyukov-Nash-Cascade in a Sample-Data Sys Pumping 25 34 (2003 tem Framework for Streamflow Forecasting Coppola, Modeling Groundwater Flow under Transient Non- Jozsef Szilagyi; 8(6), 339-47 (2003) ton, and linear Free Surface Sergio E. Serrano; 8(3), Hydrology (9003 123-32 (2003) Weighted-Climate Parametric Hydrologic Flow measurement Artificial Neurai Network Approach for Predicting Forecasting Thomas E. Croley, Il; 8(4), Field-Data Analysis Transient Water Levels in a Multilayered 171-80 (2003) Bruce Hunt; 8(4), Groundwater System under Variable State, Autorun Persistence of Hydrologic Design Forecasting Pumping, and Climate Conditions Emery Zekai Sen, Abdusselam Altunkaynak, and Meh- Weighted-Climate Hydrologic Coppola, Jr., Ferenc Szidarovszky, Mary Poul met Ozger: 8(6), 329-38 (2003) Forecasting 10Mas Croley, Il; 8(4), ton, and Emmanuel Charles; 8(6), 348-60 Infiltration 171-80 (2003) (2003) Hydrologic Behavior of Residual Soil Slopes in ilinear Model for Drough ting Based on Ground-water depletion Singapore R. B. Rezaur, H. Rahardjo, E. C a Conjunction of Wavelet Tt ns and Neu Unsteady Stream Depletion when Pumping from Leong, and T. T. Lee; 8(3), 133-44 (2003) ral Networks Tae Woong Kim and Juan B Semiconfined Aquifer Bruce Hunt; 8(1), Improved Decomposition Solution to Green and 12-9 (2003) Valdes: 8(6), 319-28 (206 Ampt Equation Sergio E. Serrano; 8(3), State-Space _ Discretizatior Kalinin Ground-water flow 158-60 (2003) Milyukov-Nash-Cascade in < i Sample-Data SYS Modeling Groundwater Flow under Transient Non- Simple Estimation of Prevalence of Hortonian Jtoezms efF raSmzielwaogryik; f8o r Strean le1i2n3eSa-r3 2 aFr e(e2 00S3u). r face srgio E. Serrano; 8(3), FWallotwe r,i n VNieshwa l YoKr. k MeChittay , WaAtleexrissh eMd.s MarroMn.e , ToJdadn Fourier series Ground-water management 3oll, Pierre Gerard-Marchant, Tammo S. Steen- Artificial Neural Network Approach for Predicting Estimation of Aquifer huis, and Michael F. Walter: 8(4), 214-8 (2003) Transient Water Levels in a Miultilayered Stage Variation Instream flow Groundwater System under Variable State, Sushil K. Singh; Estimation of Sustainable Yield of Some Rivers in Pumping, and Climate Conditions. Emery Free surfaces Trinidad Gyan S. Shrivastava: 8(1), 35-40 Coppola, Jr., Ferenc Szidarovszky, Mary Poul Modeling Groundw ton, and Emmanuel Charles: 8(6), 348-60 (2003). linear Free Surface Kansas (2003) 123-32 (2003) Sampling Adjustment Factors for Rainfall Re Ground-water pollution Frequency Chloride Ion in Groundwater near Disposal of Solid corded at Fixed Time Intervals C. Bryan Nonparametric Wastes in Landfills Kazumasa Mizumura; Young and Bruce M. McEnroe; 8(5), 294-6 Periods of Droughts 8(4), 204-13 (2003). (2003) Woong Kim, Juan B Hydraulic roughness Kinematic wave theory 8(5). 237-46 (2003) \tmospheric Momentum Roughness Applied to Modeling Event-Based Temporal Variability of Autorun Persistence of Hydr tic Design Stage-Discharge Relationships in Flood Plains Flow Resistance Coefficient Murari Lal Zekai Sen, Abdusselam Altunkaynak, and Meh Jennifer M. Jacobs and Min-Hui Wang: 8(2), Gaur and B. S. Mathur: 8(5), 266-77 (2003) met Ozger: 8(6), 329-38 (2003) 99-104 (2003). Lakes Frequency analysis Hydraulic structures Duration of Probable Maximum Precipitation on Joint Seasonal /Annual Flood Frequency Analysis Estimating Instantaneous Peak Flow from Mean Lake Catchments: Alternative Analysis. S.R. Durrans, M. A. Eiffe. W. O. Thomas, Jr.. Daily Flow Data. — Heinz Dieter Fill and Alex Stephen M. Thompson; 8(4), 190-6 (2003) and H. M. Goranflo; 8(4). 181-9 (2003) andre Arns Steiner; 8(6), 365-9 (2003) Landfills Bivariate Drought Recurrence Analysis Using Tree Hydrographs Chloride lon in Groundwater near Disposal of Solid Ring Reconstructions Javier Gonzalez and Comparative Analysis of Event-based Rainfall- Wastes in Landfills Kazumasa Mizumura; Juan B. Valdes; 8(5), 247-58 (2003). runoff Modeling Techniques—Deterministic, 8(4), 204-13 (2003). Froude number Statistical, and Artificial Neural Networks. Low flow Modeling Event-Based Temporal Variability of \shu Jain and S. K. V. Prasad Indurthy; 8(2), Estimation of Sustainable Yield of Some Rivers in Flow Resistance Coefficient Murari. Lal 93-8 (2003). Trinidad. — Gyan S. Shrivastava; 8(1), 35-40 Gaur and B. S. Mathur: 8(5), 266-77 (2003) Simplified Two-Parameter Gamma Distribution for (2003). 562 / JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 Measurement Coppola, Jr., Ferenc Szidarovszky, Mary Poul Pore water pressure Vertical Velocity Variance in the Mixed Layer from ton, and Emmanuel ¢ 8(6 348-60 Hy ) Beha f Resid S S 9 Radar Wind Profilers Ken Eng, Richard | 2003 S JADO! R. B. Re | Ral I Coulter, and Wilfried Brutsaert; 8(6), 301 New York |n AM oa e |J . (2003) Simple Estimation of Prevalence of Hortoni Precipitation State-Space_ Discretization of the Kalinin Milyukov-Nash-Cascade in a Sample-Data Sys tem Framework for Streamflow Forecasting Jozsef Szilagyi; 8(6), 339-47 (2003) Meteorology Weighted-Climate Parametric Hydrologic S S i f Pr ence H es Forecasting Thomas E. Croley, Il; 8(4), | 1 New York ¢ Predictions 1-8O IOO?2) W \ 1 IK Me \ I Ne al Ne Methodology Boll, Pierre Gerard-M sient \ S M Improved Decomposition Solution to Green an s, and Michael | ‘ Sys S 1A5m8p-t6 0 E(q2u0a0t3i on Sergio E. Serrano; 8(3 NDuerwa tiZoen alaofn d Probal Maximum Precipit Pu ' ‘ { > ( aV I Simple, Practical Method for Determining Station Lake Catchments: Alternative Analysis Weights Using Thiessen Polygons and Isohyeta Stephen M. Thompson: 8(4 90-6 (2003 Maps Fritz R. Fiedler; 8(4), 219-21 (2003 : _— ; Probability Nonlinear programming Mexico Estimating Characteristics of Rainfall and Their Ef Nonlinear Model for Drought Forecasting Based0 cts on Sé oS es: Case S H a Conjunction of Wavelet Transforms and Net River Basin ea Chulsang Yoo, K al Networks Tae-Woong Kim and Juan B S I Sik J d Jae Hyun Ah S 3-5 MisVsailsdsesi:p pi 8(6). 319-28 (2003 2 003 S.R- Mvie e M.A Numerical models 1 Peak Discharge Scaling in Nui cal Modeling of Saline | > | Se A \ \ Watershed Fred | Oegder Atacama lgnacio Tejeda, Rod Cient é Dawdy; 8(2). 64-73 (2003) ( Jose F. M ) 1 Mario Duran; 8(1 : : , IMnofdleulen ces tudoife s Pump Intake Location on Wel as 4 Sah ( 3 PN robability Hd istribution ( \ »sphe Me ent R hness A | . Efficiency Scott F. Korom, KristjanF . Bek St Disch Re 1onships I 1 Plan ker, and Otto J. Helweg; 8(4), 197-203 (2003 er M. J s and Min-Hui W ) STASRNie PR Models 9 1 (2003 ++4-") Flood Forecasts for Urban Basin Integrate Overland flow *, robability . distribution f; unctions Hydro-Meteorological Model Antonis D D Cl iN . . \ 4 Pr bilistic S ( » St Ove i | : . Koussis, Konstantinos Lagouvardos, Katerina IN VCC ‘ | 1atiolr ing Yo ind M. | | n B.1 a's SQ Mazi, Vassiliki Kotroni, Dieter Sitzmann, Jurgen K. is: R(2 3 (2003 : Hermann Zaiss, Andrea Buzzi, and Piero MMaodd e EI ve 1 7l e yrr al \ Var } Pum: p intakes = : ilguzzi; 8(1), 1-11 (2003 i Resistance ( ent M ; ; Radial Basis Function Neural Network for Mod 7 is I > NK KK I Gaur and B. S. Mz 8(5), 2¢ 20 eling Rating Curves K. P. Sudheer and S. K QO { Jain: 8(3), 161-4 (2003 Parameters P. umps Nonlinear Model for Drought Forecasting Based on Dicyty v-Based Ol P VPS i O.D K 8 7A . 1 Conjunction of Wavelet Transforms and Ne L » \ al Networks Tae-Woong Kim and Juan B ~ é ? (i) x Es ing Characterist R | d Their E son Sal pilin \ € ( se Stud rH Monte Carlo method ' Radar R Basin, K Chuls Yoo, K : Probabilistic Solution to Stochastic Overland Flow Sik Jun 1 Jae Hy \hn: 8 5-5 i Equation Jaeyoung Yoon and M. Levent 4 V Pr Ke 2003 Kavvas; 8(2), 54-63 (2003 Weighted-Climate I etric H ( : Y Neural networks Comrpuanrofaft iveM odeAlnianlgys is Teofc hn|i ques—Deterministic rore1c-8a0s t )i( i2t0 03 The 1 > i ( is I] & ik t S S \ V SVS \ : B S ified T )-P eter ¢ D ) \ H \ | B Statistical, and Artificial Neural Networks Deri yn of Syn c | H f P mY Ashu Jain and S. K. V. Prasad Indurthy; 8(2), } \V x K Bhun S K M ) R 93-8 (2003) i Rainfall Ber son; &(4 ( 201 Radial Basis Function Neural Network for Mod Aquifer Response to | \ i S Pro bilis S S S QO I eling Rating Curves K. P. Sudheer and S. K Eq on You M. | € Jain; 8(3), 161-4 (2003) Sta R jc sh Sr t © i: §(6). 361-4 (2003 Ka Q 5.4-¢ 2003 Nonlinear Model for Drought Forecasting Based on Peak flood Hvd sic Bet of Res Soil Slopes a Conjunction of Wavelet Transforms and Neu Estimating Instantaneous Peak Flow from Mean Singapore R B.R H. Ra E ( ral Networks Tae-Woong Kim and Juan B Daily Flow Data Heinz Dieter Fill and Alex Bias a g 133-44 (2003 Valdes: 8(6), 319-28 (2003 andre Arns Steiner: 8(6). 365-9 (2003 Estin Characte f Raint 1 Their Ef Artificial Neural Network Approach for Predicting Peak flow fects on Sampling Schemes: Case Study for Han Transient Water Levels in a Multilayered Estimating Instantaneous River Basin, Kore Chulsang Yoo, Kwang Groundwater System under Variable State, Daily Flow Data x Sik id Jae H \| 9(3) 145-57 Pumping, and Climate Conditions Emery andre Arns Steiner; 8(6), 365-9 JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 563 Improved Decomposition Solution to Green and Runoff coefficient Field-Data Analysis for Stream Depletion. Ampt Equation Sergio E. Serrano; 8(3), Hydrologic Impacts of Disturbed Lands Treated Bruce Hunt; 8(4), 222-5 (2003). 158-60 (2003 with Dust Suppressants. Vivek Singh, Tho- Effects of Aquifer Anisotropy on the Migration of Hydrologic Impacts of Disturbed Lands Treated mas Piechota, and David James: 8(5), 278-86 Infiltrated Stream Water to a Pumping Well. - with Dust Suppressants Vivek Singh, Tho (2003). Xunhong Chen and Xi Chen; 8(5), 287-93 mas Piechota, and David Jame 2) 78-86 Salt water intrusion (2003) (2003) Numerical Modeling of Saline Intrusion in Salar de Surface waters Sampling Adjustment Factors for Rainfall Re- \tacama gnacio Tejeda, Rodrigo Cienfu- Hydrologic Impacts of Disturbed Lands Treated corded at Fixed Time Intervals C. Bryan Munoz, and Mario Duran: 8(1), with Dust Suppressants Vivek Singh, Tho- Young and Bruce M. McEnroe; 8(5), 294-6 mas Piechota, and David James; 8(5), 278-86 2003 Sampling (2003). Rainfall duration Estimating Characteristiocsf Rainfall and Their Ef- Tennessee Duration of Probable Maxin fects on Sampling Schemes: Case Study for Han Joint Seasonal /Annual Flood Frequency Analysis. Lake Catchments: Alternati River Basin, Korea. Chulsang Yoo, Kwang- S. R. Durrans, M. A. Eiffe, W.O . Thomas, Jr., Stephen M. Tho Sik Jung, and Jae Hyun Ahn: 8(3), 145-57 and H. M. Goranflo; 8(4), 181-9 (2003) Sampling Adjustment (2003) Texas corded at Fixed Weighted-Climate Parametric Hydrologic Radar-Based Flood Warning System Applied to Young and Bruce Forecasting. Thomas E. Croley, Il; 8(4), (2003 171-80 (2003) [Tropical Storm Allison Philip B. Bedient, Anthony Holder , Jude A. Benavides, and Baxtet Rainfall intensity Sampling Adjustment Factors for Rainfall Re- E. Vieux; &(6), 308-18 (2003) Simple Estimation of Prevalence corded at Fixed Time Intervals. C. Bryan Turbulence Flow in New York City Watersheds M. Todd Young and Bruce M. McEnroe; 8(5), 294-6 Vertical Velocity Variance in the Mixed Layer from Walter. Vishal K. Mehta, Alexis M. Marrone, Jan (2003) Boll, Pierre Gerard-Marcl oS. Steen- Sensitivity analysis Radar Wind Profilers Ken Eng, Richard I huis, and Michael F. Walte 14-8 (2003) Atmospheric Momentum Roughness Applied to Coulter, and Wilfried Brutsaert; 8(6), 301-7 Rainfall-runoff relationships Stage-Discharge Relationships in Flood Plains. (2003) Comparative Analysis of | Rainfall Jennifer M. Jacobs and Min-Hui Wang; 8(2), Turbulent boundary layers runoff Modeling Tech s—Deterministic, 99-104 (2003) Vertical Velocity Variance in the Mixed Layer from Statistical, and Artificial Neural Networks Singapore Radar Wind Profilers. Ken Eng, Richard | Ashu Jain and S. K. V. Prasad Indurthy; 8(2 Hydrologic Behavior of Residual Soil Slopes in Coulter, and Wilfried Brutsaert; 8(6), 301- 93-8 (2003) Singapore R. B. Rezaur, H. Rahardjo, E. C (2003). Rating Leong, and T. T. Lee: 8(3), 133-44 (2003). Turbulent flow Radial Basis Function Neural for Mod Slopes Atmospheric Momentum Roughness Applied to eling Rating Curves er and S. K Hydrologic Behavior of Residual Soil Slopes in Stage-Discharge Relationships in Flood Plains. Jain: 8(3), 161-4 (2003 Singapore R. B. Rezaur, H. Rahardjo, E. C. Jennifer M. Jacobs and Min-Hui Wang; 8(2), Regression models Leong, and T. T. Lee; 8(3), 133-44 (2003) 99-104 (2003) Comparative Analysis of Event-based Rainfall Solid wastes Urban areas runoff Modeling Techniques—Deterministic, Chloride lon in Groundwater near Disposal of Solid Flood Forecasts for Urban Basin with Integrated Statistical, and Artificial Neural Networks Wastes in Landfills. Kazumasa Mizumura; I ly dro-Meteorological Model Antonis D Ashu Jain and S. K. V. Prasad 8(4), 204-13 (2003 Koussis, Konstantinos Lagouvardos, Katerina 93-8 (2003 Mazi, Vassiliki Kotroni, Dieter Sitzmann, Jurgen Statistics Remedial action Joint Seasonal /Annual Flood Frequency Analysis Lang, Hermann Zaiss, Andrea Buzzi, and Piero Ecology Ditch: A Best Management Practice for S.R. Durrans, M. A. Eiffe, W. O. Thomas, Jr., Malguzzi; 8(1), 1-11 (2003) Storm Water Runoff Mitigz Michael E and H. M. Goranflo; 8(4), 181-9 (2003). Variance analysis Barber, Steven G. King, David Yonge, and Storm runoff Vertical Velocity Variance in the Mixed Layer from Wade E. Hathhorn; 8(3), 11 2 (2003 Ecology Ditch: A Best Management Practice fot Radar Wind Profilers. Ken Eng, Richard L. Resistance coefficients Storm Water Runoff Mitigation Michael E. Coulter, and Wilfried Brutsaert: 8(6), 301-7 Modeling Event-Based Temporal Variability of Barber, Steven G. King, David R. Yonge, and (2003) Flow Resistance Coefficient Murari Lal Wade E. Hathhorn; 8(3), 111-22 (2003) Water circulation Gaur and B. S. Mathur: 8(5), 266-77 (2003) Simple Estimation of Prevalence of Hortonian Numerical Modeling of Saline Intrusion in Salar de Reynolds number Flow in New York City Watersheds M. Todd Atacama Ignacio Tejeda, Rodrigo Cienfu- Modeling Event-Based Temporal Variability of Walter, Vishal K. Mehta, Alexis M. Marrone, Jan egos, Jose F. Munoz, and Mario Duran; 8(1), Flow Resistance Coefficient Murari Lal Boll, Pierre Gerard-Marchant, Tammo S. Steen- 25-34 (2003) Gaur and B. S. Mathur; 8(5), 266-77 (2003) huis, and Michael F. Walter; 8(4), 214-8 (2003). Water discharge Risk Streamflow Peak Discharge Scaling in Small Hortonian Autorun Persistence of Hydrologic Design State-Space Discretization of the Kalinin- Watershed. Fred L. Ogden and David R. Zekai Sen, Abdusselam Altunkaynak, and Meh- Milyukov-Nash-Cascade in a Sample-Data Sys- Dawdy; 8(2), 64-73 (2003). met Ozger: 8(6), 329-38 (2003) tem Framework for Streamflow Forecasting. Radial Basis Function Neural Network for Mod- Rivers Jozsef Szilagyi; 8(6), 339-47 (2003). eling Rating Curves K. P. Sudheer and S. K Estimation of Sustainable Yield of Some Rivers in Estimating Instantaneous Peak Flow from Mean Jain; 8(3), 161-4 (2003) Trinidad Gyan S. Shrivastava; 8(1), 35-40 Daily Flow Data Heinz Dieter Fill and Alex- Water infiltration (2003). andre Arns Steiner; 8(6), 365-9 (2003). Ecology Ditch: A Best Management Practice for Runoff Streams Storm Water Runoff Mitigation. — Michael E. Peak Discharge Scaling in Small Hortonian Unsteady Stream Depletion when Pumping from Barber, Steven G. King, David R. Yonge, and Watershed. Fred L. Ogden and David R Semiconfined Aquifer. Bruce Hunt; 8(1), Wade E. Hathhorn; 8(3), 111-22 (2003). Dawdy; 8(2), 64-73 (2003) 12-9 (2003). Effects of Aquifer Anisotropy on the Migration of Hydrologic Behavior of Residual Soil Slopes in Estimation of Aquifer Diffusivity from Stream Infiltrated Stream Water to a Pumping Well. — Singapore. R. B. Rezaur, H. Rahardjo, E. C Stage Variation. — Prabhata K. Swamee and Xunhong Chen and Xi Chen; 8(5), 287-93 Leong, and T. T. Lee; 8(3), 133-44 (2003). Sushil K. Singh; 8(1), 20-4 (2003). (2003). 564 / JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 Water level fluctuations Water table Wells Aquifer Response to Linearly Varying Stream Field-Data Analysis for Stream Depletior Influence P Intake | W Stage Rajesh Srivastava; 8(6), 361-4 (2003) Bruce Hunt; 8(4), 222-5 (2003 Ef I Scott F. k K Water levels Watersheds ke nd Ott He Artificial Neural Network Approach for Predicting Peak Discharg ocalll Ss I H | \ n Transient Water Levels in a Multilayered Watershe Fred L. Og D R | S \ Groundwater System under Variable State Dawdy; 8(2), ¢ 200 Pumping, and Climate Conditions Emery Coppola, Jr., Ferenc Szidarovszky, Mary Poul Flow in New YorCkit y Watersheds M. Todd ton, and Emmanuel Charles: 8(6), 348-60 Walter, VishalK . Mehta, Alexis M. Marrone, Jz 2003 Be Pierre Gerard-Marchant, Tammo S. St uis, and MichaelF . Walter; 8(4), 214-8 (2003 rasan Water storage Autorun Persistence of Hydrologic Design Weight ; ; Zekai Sen, Abdusselam Altunkaynak, and Meh Weighted-Climat Parametric Hyd 03 met Ozger; 8(6), 329-38 (2003 Forecastin Thomas E. Crole ll: &(4 Wind velocity Water supply 80 (2003 \ Velocity \ Estimation of Sustainable Yield ¢ Simple, Prac Method t De S R \ I lad Gyan S. Shrivastava: 8(1 35-4 \ s | g Thiessen Polyg I M z R. Fiedler: 8(4 ) JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 565 2004 ANNUAL INDEX Author Index Adrian, Donald Dean Boll, J. Coppola, Emery, Jr. Closure to “Finite Four -robab Distribution Nonlinear Convection-Diffusion Equation with Artificial Neural Network Approach for Predicting Isai, Donald Mixing-Cell Method for Channel Flood Transient Water Levels in a Multilayered Ching-Nien Routing G.-T. Wang,S . ChJe.B onll, ,and V. Groundwater System under Variable State, ijay P. Singh; P. Singh; 8(5). 259-65 (2003). Pumping, and Climate Conditions. Emery Coppola, Jr., Ferenc Szidarovszky, Mary Poul- Boll, Jan ton, and Emmanuel Charles; 8(6), 348-60 Simple Estimation of Prevalence of Hortonian | and Their Ef (2003) Flow in New York City Watersheds. — M. Todd e Study for Han Walter, Vishal K. Mehta, Alexis M. Marrone, Jan Coulter, Richard L. \ oo, Kwang- Boll, Pierre Gerard-Marchant, Tammo S. Steen- Vertical Velocity Variance in the Mixed Layer from huis, and Michael F. Walter; 8(4), 214-8 (2003). Radar Wind Profilers Ken Eng, Richard | QOO3 Coulter, and Wilfried Brutsaert; 8(6), 301-7 Altunkaynak, Abdusselam Brutsaert, Wilfried (2003) Autoruon n FDpe, rsistt ence f |m M Vertical Velocity Variance in the Mixed Layer from Zekai Sen, Abdusselan Radar Wind Profilers. Ken Eng, Richard | Croley, Thomas E., Il Coulter, and Wilfried Brutsaert; 8(6), 301-7 Weighted Climate Parametric Hydrologic Barber, Michael E. (2003) Forecasting Thomas E. Croley, II; 8(4), ology Ditch: A Best Mai Buzzi, Andrea 171-80 (2003). Storm Water Runotf Miti Flood Forecasts for Urban Basin with Integrated Dawdy, David R. Barber, Steven G. King Hydro-Meteorological Model Antonis D Peak Discharge Scaling in Small Hortonian Wade E. Hathhorn; 8 Koussis, Konstantinos Lagouvardos, Katerina Watershed Fred L. Ogden and David R Barry, D. A. Dawdy; 8(2), 64-73 (2003) Mazi, Vassiliki Kotroni, Dieter Sitzmann, Jurgen x Exxpplliicciit Lang, Hermann Zaiss, Andrea Buzzi, and Piero De Michele, C. Malguzzi; 8(1), 1-11 (2003) Closure to “Uncertainty Assessment of Regional- ized Flood Frequency Estimates” by C. De Charles, Emmanuel 166-8 (2003 Artificial Neural Network Approach for Predicting Michele and R. Rosso C. De Michele and R Bedient, Philip B. [Transient Water Levels in a Multilayered Rosso: &(2). 107-10 (2003) Radar-Based Flood Wat Applied Groundwater System under Variable State, Deng, Z. Q. Tropical Storm Allisor hilip B. Bedient, Pumping, and Climate Conditions. Emery Entropy-Based Parameter Estimation for Kappa Anthony Holder , Jude A Coppola, Jr., Ferenc Szidarovszky, Mary Poul- Distribution V. P. Singh and Z. Q. Deng: 8(2), E. Vieux: 8(6), 308 ton, and Emmanuel Charles: 8(6), 348-60 81-92 (2003). Bekker, Kristjan F. (2Re 003) Duran, Mario Influe of Pump Intake Chen, Huey-Long Numerical Modeling of Saline Intrusion in Salar de Scott | ) Kristja Bek Closure to “Testing Hydrologic Time Series for Atacama. gnacio Tejeda, Rodrigo Cienfu 2003) Stationarity” by Huey-Long Chen and A. Ram- egos, José F. Munoz, and Mario Duran: 8(1), te achandra Rao \. Ramachandra Rao and 25-34 (2003). Applied to Huey-Long Chen: 8(5), 299-300 (2003). Durrans, S. R. torm Allisor Philip B. Bedient, Chen, S. Joint Seasonal /Annual Flood Frequency Analysis. Anthony Holder , Jude es, and Baxter Nonlinear Convection-Diffusion Equation with S. R. Durrans, M. A. Eiffe, W. O. Thomas, Jr., E. Vieux: 8(6), 308 Mixing-Cell Method for Channel Flood and H. M. Goranflo; 8(4), 181-9 (2003) Berndtsson, R. Discussion of “Approach to Confidence Interval Routing. — G.-T. Wang, S. Chen, J. Boll, and V. Eiffe, M. A. Estimation for Curve Numbers” by Richard H P. Singh; 8(5), 259-65 (2003). Joint Seasonal /Annual Flood Frequency Analysis. McCuen P. K. Bhunya, S. K. Mishra, and R Chen, Xi S.R. Durrans, M. A. Eiffe, W. O. Thomas, Jr., Berndtsson; 8(4), 2 2003 Effects of Aquifer Anisotropy on the Migration of and H. M. Goranflo; 8(4), 181-9 (2003). Berndtsson, Ronny Infiltrated Stream Water to a Pumping Well. Eng, Ken Simplified Two-Parameter Gamma Distribution for Xunhong Chen and Xi Chen; 8(5), 287-93 Vertical Velocity Variance in the Mixed Layer from Derivatioon f Synthetic Unit Hydrograph. — P. (2003) Radar Wind Profilers Ken Eng, Richard L K. Bhunya, S. K Mishra, and Ronny Chen, Xunhong Coulter, and Wilfried Brutsaert; 8(6), 301-7 Berndtsson; 8(4), 226-30 (2003 Effects of Aquifer Anisotropy on the Migration of (2003). Bhunya, P. K. Infiltrated Stream Water to a Pumping Well. Fiedler, Fritz R. Simplified Two-Parameter Gamma Distribution for Xunhong Chen and Xi Chen; 8(5), 287-93 Simple, Practical Method for Determining Station Derivation of Synthetic Unit Hydrograph. P. (2003) Weights Using Thiessen Polygons and Isohyetal K. Bhunya, S. K. Mishra, and Ronny Berndtsson; 8(4), 226-30 (2003) Cienfuegos, Rodrigo Maps. Fritz R. Fiedler; 8(4), 219-21 (2003). Discussion of “Approach to Confidence Interval Numerical Modeling of Saline Intrusion in Salar de Fill, Heinz Dieter Estimation for Curve Numbers” by Richard H. Atacama. Ignacio Tejeda, Rodrigo Cienfu- Estimating Instantaneous Peak Flow from Mean McCuen. — P. K. Bhunya, S. K. Mishra, and R egos, José F. Munoz, and Mario Duran; 8(1), Daily Flow Data. — Heinz Dieter Fill and Alex- Berndtsson; 8(4), 232-3 (2003 25-34 (2003). andre Arns Steiner; 8(6), 365-9 (2003) 566 / JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 Gaur, Murari Lal Jain, Ashu Kroll, Charles N. Modeling Event-Based Temporal Variability Flow Resistance Coefficient Gaur and B. S. Mathur: 8(5), Gerard-Marchant, Pierre Simple Estimation of Prevalen Flow in New York City Watershe¢ agouvardos, Konstantinos Walter, Vishal K. Mehta, Alexis M. Marrone ing, Jurgen Es Guo, James C. Y. Closut ( R 1 Water Y Hathhorn, Wade E. Ecology Ditch: A Best Storm Water Runof! Malguzzi, Piero RQ Malhotra, Gauray Hunt, Bruce Korom, Scott F. Unsteady Stream Depletion when Pumping from Influence p Marrone, Alexis Cis Semiconfined Aquifet 19.9 YO?) Field-Data Analysis Bruce Hunt: 8(4) Indurthy, S. K. V. Prasad Mathur, B. Comparative Analysis M runoff Modeling Techniques—Deterministic, Statistical, and Artificial Neural Networks Ashu Jain and S. K. \ 93-8 (2003) Koussis, Antonis D. Mazi, Katerina I Jacobs, Jennifer M. Atmospheric Momentum Roughness Applied Stage-Discharge Relationships in Flood Plains Jennifer M. Jacobs and Min-Hui Wang; 8(2 Hermann Zaiss, Andrea 99-104 (2003) Malguzzi; 8(1), | JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 567 McCuen, Richard H. Parlange, J.-Y. Closure to “Explicit Solution to Green and Ampt Closure to “Approach to Confidence Interval Es- Discussion of “Explicit Solution to Green and Infiltration Equation” by Sergio E. Serrano. — timation for Curve Numbers” by Richard H. Ampt Infiltration Equation” by Sergio E. Sergio E. Serrano; 8(3), 168-70 (2003). McCuen Richard H. McCuen;: 8(4), 234-5 Serrano. — D. A. Barry, J.-Y. Parlange, G. C. Shrivastava, Gyan S. (2003) Sander, L. Li, D.-S. Jeng, and W. L. Hogarth; Estimation of Sustainable Yield of Some Rivers in McEnroe, Bruce M. 8(3), 166-8 (2003) Trinidad. — Gyan S. Shrivastava; 8(1), 35-40 Piechota, Thomas (2003). Sampling Adjustment Factors for Rainfall Re- corded at Fixed Time Intervals C. Bryan Hydrologic Impacts of Disturbed Lands Treated Singh, Sushil K. Young and Bruce M. McEnroe: 8(5), 294-6 with Dust Suppressants. — Vivek Singh, Tho- Estimation of Aquifer Diffusivity from Stream (2003) mas Piechota, and David James: 8(5), 278-86 Stage Variation. Prabhata K. Swamee and (2003). Sushil K. Singh; 8(1), 20-4 (2003). Mehta, Vishal K. Portner, Niki Beyer Discussion of “Rational Hydrograph Method for Simple Estimation of Prevalence of Hortonian Discussion of “Modeling Two-Dimensional Ero- Small Urban Watersheds” by James C. Y. Guo Flow in New York City Watersheds M. Todd sion Process over Infiltrating Surfaces” by Gok- — Sushil K. Singh: 8(3), 165 (2003). Walter, Vishal K. Mehta, Alexis M. Marrone, Jan men Tayfur. — Niki Beyer Portner and Anton J. Singh, V. P. Boll, Pierre Gerard-Marchant, Tammo S. Steen- Schleiss; 8(1), 41-2 (2003). Entropy-Based Parameter Estimation for Kappa huis, and Michael F. Walter; 8(4), 214-8 (2003) Poulton, Mary Distribution. — V. P. Singh and Z. Q. Deng; 8(2), Minocha, Vijay K. Artificial Neural Network Approach for Predicting 81-92 (2003). Discussion of “Classification of River Basins Transient Water Levels in a Multilayered Nonlinear Convection-Diffusion Equation with Using Artificial Neural Network” by B. S. Groundwater System under Variable State, Mixing-Cell Method for Channel Flood Thandaveswara and N. Sajikumar Vijay K. Pumping, and Climate Conditions. — Emery Routing. — G.-T. Wang, S. Chen, J. Boll, and V. Minocha;: 8(2), 105 (2003 Coppola, Jr., Ferenc Szidarovszky, Mary Poul- P. Singh; 8(5), 259-65 (2003) Discussioonf “Uncertainty Assessment of Region ton, and Emmanuel Charles; 8(6), 348-60 Singh, Vijay P. alized Flood Frequency Estimates” by C. De (2003). Closure to “Finite Fourier Probability Distribution Michele and R. Rosso Vijay K. Minocha and Rahardjo, H. and Applications” by Ching-Nien Tsai, Donald Prakash C. Upadhyaya: 8(2), 107 (2003) Hydrologic Behavior of Residual Soil Slopes in Dean Adrian, and Vijay P. Singh. — Ching-Nien Discussion of “Finite Fourier Probability Distribu- Singapore. — R. B. Rezaur, H. Rahardjo, E. C Isai, Donald Dean Adrian, and Vijay P. Singh; tion and Applications” by Ching-Nien Tsai, Leong, and T. T. Lee; 8(3), 133-44 (2003). 8(4), 232 (2003). Donald Dean Adrian, and Vijay P. Singh. Rao, A. Ramachandra Singh, Vivek Vijay K. Minocha and Prakash C. Upadhyaya; Closure to “Testing Hydrologic Time Series for Hydrologic Impacts of Disturbed Lands Treated 8(4), 231 (2003). Stationarity” by Huey-Long Chen and A. Ram- with Dust Suppressants Vivek Singh, Tho- Discussion of “Probability Distribution of Low achandra Rao. A. Ramachandra Rao and mas Piechota, and David James: 8(5), 278-86 Streamflow Series in the United States” by Huey-Long Chen; 8(5), 299-300 (2003) (2003). Charles N. Kroll and Richard M. Vogel Vijay Rezaur, R. B. Sitzmann, Dieter K. Minocha: 8(5), 297 (2003) Hydrologic Behavior of Residual Soil Slopes in Flood Forecasts for Urban Basin with Integrated Discussion of “Testing Hydrologic Time Series for Singapore. — R. B. Rezaur, H. Rahardjo, E. C. Hydro-Meteorological Model. Antonis D. Stationarity” by Huey-Long Chen and A. Ram- Leong, and T. T. Lee; 8(3), 133-44 (2003). Koussis, Konstantinos Lagouvardos, Katerina achandra Rao Vijay K. Minocha and Gaurav Rosso, R. Mazi, Vassiliki Kotroni, Dieter Sitzmann, Jurgen Malhotra; 8(5), 298-9 (2003) Closure to “Uncertainty Assessment of Regional- Lang, Hermann Zaiss, Andrea Buzzi, and Piero Mishra, S. K. ized Flood Frequency Estimates” by C. De Malguzzi; 8(1), 1-11 (2003) Simplified Two-Parameter Gamma Distribution for Michele and R. Rosso. — C. De Michele and R. Srivastava, Rajesh Derivation of Synthetic Unit Hydrograph. e. Rosso; 8(2), 107-10 (2003). Aquifer Response to Linearly Varying Stream K. Bhunya, S. K. Mishra, and Ronny Sajikumar, N. Stage. — Rajesh Srivastava; 8(6), 361-4 (2003). Berndtsson; 8(4), 226-30 (2003 Closure to “Classification of River Basins Using Steenhuis, Tammo S. Discussion of “Approach to Confidence Interval Artificial Neural Network” by B. S. Thandav- Simple Estimation of Prevalence of Hortonian Estimation for Curve Numbers” by Richard H. eswara and N. Sajikumar. — N. Sajikumar and Flow in New York City Watersheds. — M. Todd McCuen P. K. Bhunya, S. K. Mishra, and R. B. S. Thandaveswara; 8(2), 106 (2003). Walter, Vishal K. Mehta, Alexis M. Marrone, Jan Berndtsson: 8(4), 232-3 (2003) Sander, G. C, Boll, Pierre Gérard-Marchant, Tammo S. Steen- Mizumura, Kazumasa Discussion of “Explicit Solution to Green and huis, and Michael F. Walter: 8(4), 214-8 (2003). Chloride lon in Groundwater near Disposal of Solid An:pt Infiltration Equation” by Sergio E. Steiner, Alexandre Arns Wastes in Landfills Kazumasa Mizumura; Serrano. — D. A. Barry, J.-Y. Parlange, G. C. Estimating Instantaneous Peak Flow from Mean 8(4). 204-13 (2003) Sander, L. Li, D.-S. Jeng, and W. L. Hogarth; Daily Flow Data. — Heinz Dieter Fill and Alex- Closure to “Drought Flow from Hillslope” by Ka- 8(3), 166-8 (2003). andre Arns Steiner; 8(6), 365-9 (2003). zumasa Mizumura Kazumasa Mizumura: Schleiss, Anton J. Sudheer, K. P. 8(6). 371-2 (2003) Discussion of ‘Modeling Two-Dimensional Ero- Radial Basis Function Neural Network for Mod- Munoz, Jose F. sion Process over Infiltrating Surfaces” by Gok- eling Rating Curves. — K. P. Sudheer and S. K. men Tayfur. — Niki Beyer Portner and Anton J. Jain; 8(3), 161-4 (2003). Numerical Modeling of Saline Intrusion in Salar de Atacama. Ignacio Tejeda, Rodrigo Cienfu- Schleiss; 8(1), 41-2 (2003) Swamee, Prabhata K. egos, Jose F. Munoz, and Mario Duran; 8(1). Sen, Zekai Estimation of Aquifer Diffusivity from Stream 25-34 (2003) Autorun Persistence of Hydrologic Design. — Stage Variation. — Prabhata K. Swamee and Zekai Sen, Abdusselam Altunkaynak, and Meh- Sushil K. Singh; 8(1), 20-4 (2003). Ogden, Fred L. met Ozger: 8(6), 329-38 (2003). Szidarovszky, Ferenc Peak Discharge Scaling in Small Hortonian Serrano, Sergio E. Artificial Neural Network Approach for Predicting Watershed Fred | Ogden and David R. Modeling Groundwater Flow under Transient Non- Transient Water Levels in a Multilayered Dawdy; 8(2), 64-73 (2003) linear Free Surface. Sergio E. Serrano; 8(3), Groundwater System under Variable State, Ozger, Mehmet 123-32 (2003). Pumping, and Climate Conditions. — Emery Autorun Persistence of Hydrologic Design. Improved Decomposition Solution to Green and Coppola, Jr., Ferenc Szidarovszky, Mary Poul- Zekai Sen, Abdusselam Altunkaynak, and Meh- Ampt Equation. Sergio E. Serrano; 8(3), ton, and Emmanuel Charles; 8(6), 348-60 met Ozger; 8(6), 329-38 (2003) 158-60 (2003). (2003). 568 / JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 Szilagyi, Jozsef Nonlinear Model for Drought Forecasting Based on > aya . 2 State-Space Discretization of the Kalinin- a Conjunction of Wavelet Transforms and Neu- Estimating Basin Evapotr Milyukov-Nash-Cascade in a Sample-Data Sys- ral Networks Tae-Woong Kim and Juan B tributed Hydrologic Mo tem Framework for Streamflow Forecasting Valdés: 8(6), 319-28 (2003) Y. Li; 8(2 8 0 Jozsef Szilagyi; 8(6), 339-47 (2003) Vieux, Baxter E. Yonge, David R. Tejeda, Ignacio Numerical Modeling of Saline Intrusion in Salar de Radar-Based Flood Warning System Applied to Ecology Ditch: A Best M \tacama Ignacio Tejeda, Rodrigo Cienfu- Tropical Storm Allison Philip B Bedient, Storm Water Runoff M egos, Jose F. Munoz, and Mario Duran; 8(1), Anthony Holder , Jude A. Benavides, and Baxter Barber, Steven G. Kit 25-34 (2003) E. Vieux: 8(6), 308-18 (201 Wade E. Hathh« S Thandaveswara, B. S. Vogel, Richard M. Yoo, Chulsang Closure to “Classification of River Basins Using Closure to “Probability Distribution of Low I lating Cl C Artificial Neural Network” by B. S. Thandav- Streamflow Series in the United States” by ects on Sampling eswara and N. Sayjyikumar N. Sajikumar and Charles N. Kroll and Richard M. Vogel River Basin, Kore B. S. Thandaveswara; 8(2), 106 (2003) Charles N. Kroll and Richard M. Vogel: 8(5), Sik Ju lae H Thomas, W. O., Jr. 297-8 (2003) 003 Joint Seasonal /Annual Flood Frequency Analysis S.R. Durrans,M . A. Eiffe,W . O. Thomas, Jr.. Walter, M. Todd Nonparametric Appt and H. M. Goranflo: 8(4), 181-9 (2003) Simple Estimation of Prevalence Hortonian Periods Dr Thompson, Stephen M. Flow in New York City Watersheds M. Todd Woong Kim, Jt V Duration of Probable Maximum Precipitation on Walter, Vishal K. Mehta, Alexis M. Marrone, Jan R145 237-4¢ 200 Lake Catchments: Alternative Analysis Boll, Pierre Gerard-Marchant, Tammo S. Steen Yoon, Jaeyoung Stephen M. Thompson; 8(4), 190-6 (2003) huis, and Michael F. Walter: 8(4) 914-8 (9003) Probabilistic Soluti Sti Tsai, Ching-Nien Closure to “Finite Fourier Probability Distribution Walter, Michael F. Equat } and Applications” by Ching-Nien Tsai, Donald Simple Estimation of Prevalence of Hortonian Kavvas; 8(2), 5 Dean Adrian, and Vijay P. Singh. — Ching-Nien Flow in New York City Watersheds M. Todd Young, C. Bryan Isai, Donald Dean Adrian, and Vijay P. Singh: Walter, Vishal K. Mehta, Alexis M. Marrone, Jan Sa din Adius 8(4). 232 (2003) Boll, Pierre Gerard-Marchant, Tammo S. Steen ded I e Upadhyaya, Prakash C. huis, and Michael F. Walter: 8(4), 214-8 (2003 You id B M Discussion of “Uncertainty Assessment of Region 00 Wang, G.-T. alized Flood Frequency Estimates” by C. De Nonlinear Convection-Diffusion Equation with Zaiss, Hermann Michele and R. Rosso Vijay K. Minocha and pagreerrmeees Prakash C. Upadhyaya: 8(2), 107 (2003). Mixing-Cell Method for Channel Flood FloodF f S ) Discussion of “Finite Fourier Probability Distribu- Routing G lr. Wang,S . Chen,J . Boll, and \ Hydro-Me tion and Applications” by Ching-Nien Tsai, P. Singh: 8(5). 259-65 (2003) Koussis, Konst S Donald Dean Adrian, and Vijay P. Singh Mazi, Vassiliki Ko Wang, Min-Hui Vijay K. Minocha and Prakash C. Upadhyaya: Atmospheric Momentum Roughness Applied Lang, Hermann Zaiss 8(4). 231 (2003) Stage-Discharge Relationships in Flood Plains Mal A. 8 Valdés, Juan B. Jennifer M. Jacobs and Min-Hui Wang; 8(2 Nonparametric Approach for Estimating Return Periods of Droughts in Arid Regions Tae- Woong Kim, Juan B. Valdes, and Chulsang Yoo: 8(5), 237-46 (2003) Bivariate Drought Recurrence Analysis Using Tree Ring Reconstructions Javier Gonzalez and Juan B. Valdes; 8(5), 247-58 (2003) JOURNAL OF HYDROLOGIC ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004