Table Of Content

SUBJECT INDEX SUBJECT INDEX Agricultural watersheds a Gast Seepage to Sloping uifer, Seasonal Distributions of Peak Flows From SheikM . H. Yussuff, H. S. Chauten, Mano} Small Agricultural Watersheds, James V. Bon- Kumar and V. K. Srivastava, IR Jan./Feb. 94, 190439A.. Ramachandra Rao, IR Mar. /Apr. 94, p97-109. Transient Radius of Influence pao, Shu Tung Agriculture Chu, IR Sept./Oct. 94, p964-96 —— Transport under Sprinkler and Ponded Using Cavity Well to aus Aquifer Thick- tion, Hamdi, D. Durnford and J. ness and Constants, Mohammad Saleem, IR is, IR Nov./Dec. 94, p1086-1097. May/June 94, p504-519. Per Point-Source Pollution from Interrill Flow Arid lands , A. Parr, S. Limback, B. McEnroe and S. Effect of Saline Irrigation Water on Tree Growth, Zou, IR Nov./Dec. 94, p1056-1066. Ghulam Hussain and Otto J. Helweg, IR Air flow Sept/Oct. 94, p970-978. Effects of Air Compression and Counterflow on Transmission Losses from Ephemeral Stream in Infiltration into Soils, M. E. Grismer, M. N. Arid Region, Mohamed J. Abdulrazzak Ali Orang, V. Clausnitzer and K. Kinney, irkJ uly/ U. Sorman, IR May/June 94, p669-675. Aug. 4, p775-795. Asymmetry Alfalfa te |F low into Well byt ay yE lements, Alfalfa Irrigation During Drow: C. Guitjens, Shambhu P. Dasgupta, IR Nov. . 93, p1092-1098. IR May/JuneS o, 330-533 Dormancy and wy gg Alfalfa Yield and Automation Evapotranspiration, J uitjens and M. T. Goodrich, IR Nov./Dec. 94, p1140-1146. Aweet Field Irrigation S$ Using Side Si Satyanarayana, IR Algorithms Janets 94, Downstream Control Algorithm for Irrigation Canal-Control Needs: Séeaite AA:. J . Clemmens, Canals, Fubo Liu, Jan Feyen and Jean Ber- G. Sloan and J. Schuurmans, IR Nov./Dec. 94, lamont, IR May/June 94, 8-483. p1067-1085. Alluvial channels Basins Seepage Effects on Sand-Bed Channels, Achanta Tye Dimensionals imu Rowf Basin Ramakrishna Rao, Vedula Subrahmanyam, S. a P. Thayumanavan and Damodaran Namboodiri- Merkley, iR Sept./Oct. 94, pes7.856. pad, IR Jan./Feb. 94, p60-79. Twio-r D imensiofnaoln s, Playa,oW f Basin Alluvial fans W. R. Waller a Comparison of Results from Alluvial Fan Design P’ Merkley, IIRi Sept./Oct . 94,p 857-870. Methodology ng Historic Data, Syndi J. Flip- Lert— . French, IR Jan./Feb. 94, Bed movements p = Bed-Level Variation in Channel Expansions with Movable Beds, P. K. M tra and S. Mi Analytical techniques Bhallamudi, IR Nov./Dec. , pl114-1121. Hydraulics of Center-Pivot Laterals, Edmar J. Scaloppi and Richard G. Allen, IR May/June Benecosft ainaltys is 93, p554-567. a Analysis of Deficit and PomSpyes-o tems, Francesco annocchi Approximation Mecarelli, IR May/June 94, p484-50 Approximate Form of Green-Ampt a Equation, Jeffry J. Stone, Richard H. Border irrigation 73] Edward D. Shirley, IR Jan./Feb. 94. D128. Correct Form of Hall Technique for Border Irri- ion Advance, A. Al-Azba and T. Strelkoff, Aquifer tests Mar./Apr. 94, p292-307. Non-steady-Flow T Curves for op hae Simple Method for Identification of Border Infil- with Constant wdown, Halil der,I tration and R: John D July/Aug. 94, p732-741. Valiantzas, IR /Apr. 94, p233-249. Aquifers Boundary conditions Drawdowns for Leaky-A uifer Flow with Storage yh Flow into Well by Finite Elements, in Finite-Width Sink, uis H. Moiz, IR July/ K. Si and Shambhu P. Dasgupta, Aug. 94, p820-827. IR May/June Slee 3. Non- ae Flow T ay for Stri avin Mi id Flow to Drains, x with Constant wdown, Halil der, M.Pobil andJ .CcC. G:Gu ituje ns, IR Sept/Oct. 94 July/Aug. 94, p732-741. BROAD-CRESTED WEIRS Broad-crested weirs Center-pivot irrigation Broad-Crested Weir, Willi H. Hager and Markus Hydraulics of Center-Pivot Laterals, Edmar J Schwalt, IR Jan./Feb. 94, p13-26. Scaloppi and Richard G. Allen, IR May/June 93, p554-567. Side-Weir Analysis oy ene Disc! Coefficient, Prabhata K. Swamee, Santosh Channel beds Pathak andM asoud S. Ali, IR July/Aug. 94, Bed-Level Variation in Channel Expansions with p742-755. Movable Beds, P. K. Mohapatra and S. Mi Cadmium Bhallamudi, IR Nov./Dec. 94, p1114-1121. Modeling Heavy Metal (Cadmium) Uptake by Seepage Effects on Sand-Bed Chaniels, Achanta Soil-Plant Root System, Sandh and —— — hy Subrahmanyam, S. Shashi Mathur, IR an./Feb. 94, p89-96. Thayum d Damodaran Namboodiri- pad,T R:e e YFeb.“ 94, p60-79. Canal design Channel design Design tfohr ar,F e PanS ediment Excluder, U C. Kothyari, P. de and A. K. Gahlot, IR Width and Depth-Constrained Best Trapezoidal Jan./Feb. 94, p36-4 — on C. Froehlich, IR July/Aug. 94, Pp =| Normal-Depth ition for Irrigation Canals, — K. Swamee, IR Sept/Oct. 94, p942- Channels, waterways General Formulation of Best Hydraulic Channel Canals Spe2c7t-i3o5n., Parviz Monadjemi, IR Jan./Feb. 94, Canal-Control Needs: Example, A. J. Clemmens, G. Sloan and J. Schuurmans, IR Nov./Dec. 94, Safety Grates in +, Channel ls, Julia E. p1067-1085. Allred-Coonrod, I Jan./Feb. 94, p218-224. Design for Tunnei-T Sediment Excluder, U. Chemicals C. Kothyari, P. K. Pande and A. K. Gahlot, IR —— Tran: 4 a Sprinkler and Ponded Jan./Feb. 94, p36-47. tion, Durnford and J. Downstream Control Algorithm for Irrigation Loftis , IR Nov/Dec, 94,p 1086-1097. Canals, Fubo Liu, Jan Feyen and Jean Ber- Chlorination lamont, IR May/June 94, 83. Pretreatment of Secondary Effluent for Drip Irri- Drawdowns for Leaky-Aqu ifer Flow with Storage mn, Massoud A. Tajrishy, David J. Hills in Finite-Width Sink, uis H. Motz, IR July/ - o: me Tebebenagioul, IR July/Aug. 94, Aug. 94, p820-827. Pp Flow Capacity through Wide and ag J Clay soils Vv —— . W. oT at A. Khattab, A. A. Khalifa and M. F. Bakry, IR Performance of Gunite Brow Ditches, Robert W. Sept. Oct. 92, p724-732. Day, IR Sept./Oct. 94, p957-963. Measuring Water in Trapezoidal Canals, Zohrab Coal mines Samani and Henry Magallanez, IR Jan./Feb. Gully Erosion Minimization on Reclaimed Sur- 93, p181-186. + pod— —— SSAST Computer Model, Normal-Depth Equations for I tion Canals, ge |a nd Thomas W. Gardner, — K. Swamee, IR they 94, p942- IK SSeo n’ 94, p910-924. Coastal plains Seepage from Canal to Asymmetric Drainages, Herbicide Lote! in a Coastal Plain Soil, W. F. Abate T. Wolde-Kirkos and A. S. Chawla, IR Ritter, R. W. Scarborough and A.E . M. Chirn- Sept./Oct. 94, p949-956. side, IR May/J une 94, p634-649. Transient Canal Seepage | Sloping Atari Columns Sheik M. H. Yussuff, H. S. Chauhan Kumar and V. K. Srivastava, IR kee 04, Air Entrapment and hata Infiltration in Two- p97-109. Layered Soil Column,H .L atifi, S. N. Prasad and O. J. Helweg, IR Sept./ Oct. 94, p871-891. Capacity Comparative studies eg Design of Channels, Fasa, I Nod y e9y2, ro 8-881. i ison of Models for Subsurface at = Sloping Lands, E. Lorre, B. name — of Open a yy and R . Skaggs, IR Mar. /Apr. 94, 7266277. under Multiple Failure — Said M. Easa, Nov./Dec. 94, p1007-1024 Pra sica ir Effects of Air Compression and Sonate - Catchments Infiltration into Soils, M. E. Grism Prediction of Sediment Yield, U. C. Koth ——s . Clausnitzer and K. Kinney,I R uly! = Lay Ranvir Singh, IR Nov. Ben 9944, Aug. 94, p775-795. p - Computer models Cavities Command Area Water Demands. I: Validation Using Cavity Well to Determine Aquifer Thick- and Calibration of UCA M ness and Constants, Mohammad Saleem, IR Yamashita and Wynn R. Walker, IR Nov./Dec. May/June 94, p504-519 94, p1025-1042. SUBJECT INDEX Command Area Water Demands. IJ: Water- oney and Non Alfalfa Yield and Demand Function, Seigo Yamashita and Wynn odrich,I RN ov q A — and M. T. R. Walker, IR Nov./Dec. 94, p1043-1055. Goodrich, IRN ov./Dec. 94, p1140-1146. Design of Agricultural Drainage with A Irrigation Ti for Wheat Based on Climate, Irrigation Management, Luis A. Garcia, , and Soil Data, R. P. ieathe IR May/ neth M. Strzepek and Terence H. Podmore, IR lear9 2, p370-381. » Jan/Feb. 94, p179-194. Optimization Analysofi Desfic it Irrigation S Gully Erosion Minimization on Reclaimed Sur- tems, Francesco Mannocchi Fompes face Mines Using SSAST Computer Model, Mecarelli, IR May/June 94, p484-503. Rose A. McKenney and Thomas W. Gardner, IR Sept./Oct. 94, p910-924. Ge Measuring Water in Trapezoidal Canals, Zohrab oe for Wheat Basedo n Climate, rte Henry Magallanez, IR Jan./Feb. Data, R. P. Tripathi, IR May/ »P * : a= 92, p370-381. pomreraieey o9 um Surface Provided by C Analysis and Design of Sprinkler Irrigation La- a John E. and Eugene terals, Helmi hoe Hussein M. Abo- Kottwitz, IR Mar./Apr. 94, p440-449. Ghobar, AhmedI . Al-Amoud and Fawzi S. Method forS emen ene Einb S paonies h Irri- Mohammad, IR May/J une 94, p534-549. Conformal mapping Gerh a'vdl Fr eedeorei co Eman IR Sept/Oct. 7979-986. Seepage from Canal to Asymmetric Drainages, Abate T. Wolde-Kirkos and A. S. Chawla, IR Cross sections Sept./Oct. 94, p949-956. Flow-Measurement Structures of Com Constraints Cross Section for Rivers, Mustafa Gopi and Width and Depth-Constrained Best Trapezoidal Dogan Altinbilek, IR Jan./Feb. 94, p1 10-127 Section, David C. Froehlich, IR July/Aug. 94, Width and Depth-ConstrainBeeds t Trapezoidal p828-835. Section, David C. Froehlich, IR July/Aug. 94, p828-835. Contraction Design of Open-Channel-Contraction Transi- Debris tions, Prabhata K. Swamee and Bharat C. Hydraulic Conditions nous to Move Unan- Basak, IR May/June 94, p660-668. chored Residue Mai E. , E.R. Control Kottwiantdz G . A. Wieman IR May une 94, p591-606. Downstream Control Algorithm for Irrigation Canals, Fubo Liu, Jan Feyen “ Jean Ber- Sediment and Debris Removal Inlet Structure for lamont, IR May/June 94, p468-483. Canal Pipelines, Gilbert Horrocks, H. Lee On eiean d Pam McMullin, IR May/June 94, Control structures Computation Method for Regulating Unsteady Flow in nm Channels, Fubo Liu, Jan Feyen Delivery -_ Jean Berlamont, IR Sept./Oct. 92, Prediction of Sediment Yield, U. C. — oy A. ~ R atm Ranvir Singh, IR Nov. 94, Pp - Control systems Canal-Control Needs: Example, A. J. Clemmens, Depth G. Sloan and J. Schuurmans, IR Nov./Dec. 94, Normal-Depth fe p1067-1085. Prabhata K. SwameIReS e,pt/O ct, 94p,9 42. Cooperation Holistic Approach to ye Management in ey rey |C ountries, Phillip Z. Kirpich, IR Mar./Apr. 93, p323-333. Creep Mohammad, IR hinefieas 94, p534-549. Performance of Gunite Brow Ditches, Robert W. Day, IR Sept./Oct. 94, p957-963. Green-Ampt Analysis of Wetting Patternsf i Surface , Shu-Tung Che IR Mar/Apr. Crop response 94, p414-421. Modeling Heavy Metal (Cadmium) = by Soil-Plant Root .—y Sandhya Design storms Shashi Mathur, IR Jan./Feb. 94, p89-96. Seasonal Distributions of Peak Flows From Crop yield tural Watersheds, a Alfalfa Irori e During Dro t, J. C. Guitjens, IR mg 93, p1092-1098. Design icultural Drainage with Adaptive ~ anagement, Luis A. Garcia, neth M. Strzepek and Terence H. Podmore, IR and Jan./Feb. 94, p179-194. toun, IR Jan./Feb. 94, p168-178. 1149 DEVELOPING COUNTRIES 1994 ANNUAL INDEX Developing countries Methods and Economics of Drainage Reduction Holistic Approach to nie Management in Through Improved Irrigation, Blaine R. Han- Haters ey |C ountries, Phillip Z. Kirpich, IR -~1 =, Allan E. Fulton, IR Mar./Apr. 94, Mar./Apr. 93, p323-33 3. p308-321. Non-steady-Flow Type Curves for Strip Aquifers Discharge with Constant wdown, Halil der, IR ——_ of Parshall Flumes at Low Dis- July/Aug. 94, p732-741. , Steven J. Wright, Blake P. Tullis and Probabilistic Desi n Draii Tamara M. Long, IR ar./Apr. 94, p348-362. Said M. Easa,I Kody 92, a Discharge coefficients Reliability Analysis of Open Drainage Channels Automated :~ Irrigation — Using Side under Multiple Failure Modes, Said M. Easa, Weirs, R. Si and T. Satyanarayana, IR IR Nov./Dec. 94, ene mere Jan./Feb. 94, p48-59. Safety Grates iyn y ical Channels, Julia E Allred-Coonrod, IR Jan. Feb. 94, p218-224. Discharge Coefficient of R: Side Weirs, R. Singh, D. Manivannan and T. Satyanaraya- Seepage from Canal to Asymmetric Drainages, na, IR July/Aug. 94; p814-819. Abaie T. Wolde-Kirkos and A. s Chawla, IR Sept./Oct. 94, p949-956. wy ake | FlowA sea) age —— Ramamurt © an rman Unsteady Drainage with Variable Drainable Po- Vera, IR Nov. Bec. Bo osb-994. rosity, Rajendra K. Gupta, Ashim K. Bhatta- — := Pitam Chandra, IR July/Aug. 94, Practical Constant-Accuracy Linear Weir, K. p \. Keshava Murthy and M. N. Sheessh a Prakash, IR May/June 94, p550-562. Drainage structures Side-Weir Anal = Usi .——oe tame Comparison of Results from Alluvial Fan Design Coefficient, hata K. Swam Santosh Methodology with Historic Data, Syndi J. Flip- Pathak and Mand Ss. AL IIRR JJ uly/Aug. 94, ap t —SS H. French, IR Jan./Feb. 94, p742-755. Subcritical Flow Over Rectangular Side Weir, Drains Prabhata hs a. — K. Pathak, Drain-Spacing Calculation Considering Influence Mukesh Mohan, wal and of Evaporation, Wang Wenyan, og Bing and MasoudS. Ali, IR JaSn.i e. 994,4 p 212-217. Li Zhilu, IR May/June 94, p563-572 Discharge measurement Mathematical Modeling of "Saturated- Unsaturated Flow to Drains, Saleem Ahmad, Broad-Crested Weir, Willi H. Hager and Markus Deepak Kashyap and B. S. Mathur, IR Jan/ Schwalt, IR Jan./Feb. 94, p13-26. Feb. 93, plg-33. Recalibration of Parshall Flumes at Low Dis- er Flow and Flow to Drains, G. charges, Steven J. Wright, Blake P. Tullis and joB y — J. C. Guitjens, IR Sept./Oct. 94, Tamara M. Long, IR Mar./Apr. 94, p348-362. p jo' Results of Parshall Flume Test, Fred W. Blais- Drawdown dell, IR Mar./Apr. 94, p278-291. Drawdowns for Leaky-Aquifer Flow with Sto: Disposal in Finite-Width Sink, Louis H. Motz, IR July? Sediment and Debris Removal Inlet Structure for Aug. 94, p820-827. Canal Pipelines, Gilbert Horrocks, H. Lee Non-steady-Flow Type Curves for Strip Aquifers Wimmer and Pam McMullin, IR May/June 94, with Constant wdown, Halil der, IR p607-616. July/Aug. 94, p732-741. Ditches Transient Radius of Influence Model, Shu Tung Chu, IR Sept./Oct. 94, p964-969. Performance of Gunite Brow Ditches, Robert W. Day, IR Sept./Oct. 94, p957-963. Drip irrigation Pretreatment of Secondary Effluent for Drip Irri- Diversion structures gation, Massoud A. Tajrishy, David J. Hills Side-Weir Analysis Using Elementary oe and George Tchobanoglous, IR July/Aug. 94, Coefficient, Prabhata Swamee, Santosh p716-731. ah Masoud S. Ali, IR July/Aug. 94, p742-755. Droughts Subcritical Flow Over Rectangular Side Weir, Alfalfa Irri; ition fe be t, J. C. Guitjens, Prabhata K. Swamee, Santosh K. Pathak, IR Nov . 93, p1092-1098. Mukesh Mohan, Sanjai K. wal and Economic analysis Masoud S. Ali, IR Jan./Feb. 94, p212-217. a and Economics of Drainage Reduction Drainage ugh Im ——— Blaine R. Han- Design of Agricultural Drainage “me 5a ive psoon Fulton, IR Mar/Apr. 94, I tion Management, Luis A. Garci p308-321. neth M. Strzepek and Terence H. Podmete, IR Design of Jan./Feb. 94, pp1l79 -194. icultural Drainage with Ai Drawdowns for Leaky-Aquifer Flow with Storage Temgation Maannaaggemeemnt , Luis A. Garcia,K en in Finite-Width Sink, Louis H. Motz, IR July/ M. Strzepek and Terence H. Podmore,I R Aug. 94, p820-827. Jan/Feb. 94, p179-194. 1150 SUBJECT INDEX Electrical conductivity Partitieoanii oaaid r© oB owenR atioS ytesimng LyLsyis im- Ground-Penetrating Radar For Salt-Affected Soil Assessment, Sun F. Shih and Don L. Myhre, Aatitorabs WO. Prat ond Paw U, IR IR Mar./Apr. 94, p322-333. wae Entrainment Sediment Deposition and eet |i n Vege- aa Reference Evapotranspira- tated Streambeds, Steven R. Abt, Warren P. ves, IR Nov./Dec. 94, Clary and Christopher 1. Thornton, IR Nov./ piel 13 Dec. 94, p1098-1111. Pwr Ay Ephemeral streams “GEoodsriach, IiRN eova.n/D ce9co4.,n p 1t 14a0-1i146n. Transmission Losses from Ephemeral Stream in Evv apotranspiration by Young Florida Flatwoods Arid Region, Mohamed J. Abdulrazzak and Ali peos8. Brian J. Boman, IRJ an/Feb. 94, U. Sorman, IR May/June 94, p669-675. Erosion Uieates Ser on Climate, Evaluation of Runoff and Erosion Models, Tien rop, and Soi! Dein RPP Caney IR May/ H. Wu, James A. Hall and James V. Bonta, IR une 92 p370-38i. Mar./Apr. 93, p364-382. eaten ofe SeE ons Using Lysim- io S Hossein Prediction of Sediment Yield, U. C. Kothyari, A Ashktorab, W. O Pyrie T. PaUw, IR K. Tiwari and Ranvir Singh, IR Nov. . 94, MenvAne 94, p450-464. p1122-1131. Precision ofE 1 Sine Usi Erosion control Neutron Probe, Osmar Gully Erosion Minimization on Reclaimed Sur- H. Cuenca, IR Nov/Dec.3 mon3 3. face Mines Using SSAST Computer Model, Soil Water Model for Evaluating Water Deliv Rose A. McKenney and Thomas W. Gardner, Flexibility, i¢ Lamacq Wesley IR Sept./Oct. 94, p910-924. Wallender, IR uly/Aug. 94, p756-774. Runoff Detention for Flood Volume or Erosion Expanzion Control, A. Osman Akan and Edward N. An- toun, IR Jan./Feb. 94, p168-178. Bed-Level Variation in Channel Expansions with Movable Beds, P. K. M and S. Murty Error analysis Bhallamudi, IR Nov./Dec. 94, p1114-1121. Precision of 9g Ww Estimates Using Failure modes Neutron Probe, Osmar A.C arrijo and Richard ar is of Open H. Cuenca, IR Nov/Dec. 92, p943-953. ulti Failure MMo des, Said M EEaasas,e Error functions IR Nov./Dec. 94, p1007-1024. Non-steady-Flow Type Curves for Strip Aquifers Field tests with Constant wdown, Halil der, IR Bromide T: rt under i and Ponded July/Aug. 94, p732-741. Te ee Hamdi, D. Durnford and J Errors IR Nov./Dec. 94, p1086-1097. Correct Form c! Hall Technique for Border Irri- Pretreatment of ~wye ?b ag for 5 afI rri- — Advance, A. Al-Azba and T. Strelkoff, gation, Massoud A. vid J. Hills R Mar./Apr. 94, p292-307. and George tk innJu ly/Aug. 94, p716-731. Estimating Filtration Defining and Using Reference Evapotranspira- tion, e H. Hargreaves, IR Nov./Dec. 94, Pretreatment of ~ye Eis Or DO Irri- p1132-1139. jon, Massoud y. Vii Hills os George ak. ir July/Aug. 94, Estimation p716-731. Simple Method for Identification of Border Infil- Finite difference method tration and Roughness Characteristics, John D. Computation Method for Rageleeins Unsteady Valiantzas, IR Mar./Apr. 94, p233-249. Flow in Channels, Fi Liu, - F Ethiopia and Jean ont, IR Sept./Oct.9 : 4- 689. 9 phere of Blue Nile River Basin in Ethio- Peasy A. Johnson and P. Douglas Curtis, Mathematical Modeling | Saturated- IR May/ une 94, p573-590. U nsaturated Flow to y m. Kashyap andB . S. MathuIRr J,an / Evaluation Feb. 93, p18-33 Furrow Advance-Rate Solution for Stochastic In- Finite differences filtration Properties, D. Renault and W. W. Wallender, IR May/June 94, p617-633. beBse ony hyP ew et nn Evaporation erkley, IRS ept./Oct. 94,p 837-856. Drain-Spacing Calculation Considering Influence Two-p ris eg of Evaporation, Wang Wenyan, Shen Bing and = seen, 5 ee Sh ase Li Zhilu, IR May/June 94, 7563-572. G. P. Merkley, IR Sept . 94, p857-870. 1151 FINITE ELEMENT METHOD Finite element method Flow control metric a ~ into Well by Finite Elements, ey Model of FlowA aggW eir, Amruthur and Shambhu P. Dasgupta, S. Ram: D.. and German IR May/June 9 , p520-533. Vera, IR NNo av e! eyp9 88-99: Modeling 3D ayn ty Flow by Modified Side-Weir Analysis Usingl emetary Disc’ Finite-Element Method, Fang Xin Yu and Vi- Coefficient, Prabhata K. Swamee, Santosh jayP . Singh, IR Sept./Oct. oa p892-909. Pathak and Masoud S. Ali, IR July/Aug. 94, p742-755. Flexibility Soil Water Model for Evaluating Water Delive: Flow measurement Flexibility, gam Lamacq and Wesley Correct Form of Hall Technique for Border Irri- Wallender, IR July/Aug. 94, p756-774. — Advance, A. Al-Azba and T. Strelkoff, R Mar./Apr. 94, p292-307. Flood control Comparison of Results from Alluvial Fan Design Correction for Settlement in Subme: Parshall Methodology with Historic Data, Syndi J. Flip- Flumes, S. Abt, A. Genovez and . Florentin, ert= H. French, IR Jan./Feb. 94, IR May/June 94, p676-682. Pp Lote es ay seg of Compound Safety yok iinn S UR lair Channels, Julia E. Cross Section for Rivers, Mustafa and Allred-Coo: IR Jan./Feb. 94, p218-224. Dogan Altinbiliek, IR Jan. Feb. 94, p110-127. Flood plains a Model « ee Past Weir, Amruthur Ramamurth one~ 9V o and German Comparison of Results from Alluvial Fan Design fan IR Nov Bes 2, p988-994. Methodology with Historic Data, Syndi J. Flip- a — H. French, IR Jan./Feb. 94, Practical Constant-Accuracy Linear Weir, K. p Keshava Murthy and M. N. Shesha Prakash, IR May/June 94, p550-562. Flood routing Recalibration of Parshall Flumes at Low Dis- wy Response of Tmo Reach, J. charges, Steven J. Wright, Blake P. Tullis and I. Dooge, M. Perumal and Q. J. Wang, IR Tamara M. Long, IR ar./Apr. 94, p348-362. Mar./Apr. 93, p410-415. Results of Parshall Flume Test, Fred W. Blais- deil, IR Mar./Apr. 94, p278-291. Transmission Losses from Ephemeral Stream in Flow patterns Arid Region, Mohamed J. Abdulrazzak and Ali U. Sorman, IR May/June 94, p669-675. — Regional Flow and Flow to Drains, G. l and J. C. Guitjens, IR Sept./Oct. 94, Floods no25s9 39. Runoff Detention for Flood Volume or Erosion Control, A. Osman Akan and Edward N. An- Flow rates toun, IR Jan./Feb. 94, p168-178. Downstream Control Algorithm for Irrigation SeaSsmoanlall AgDriisctulrtiubruatli onWsa terofs hePdesa,k JaFmleosw s V. FBroonm- Claanmaolnst,, IFKu bMoa y/LJiuu,n eJ a9n4 , Feyen8 -48a3n.d Jean Ber- ta and A. Ramachandra Rao, IR Mar./Apr. 94, Hydraulic Conditions Required to Move wt p422-439. chored Residue Materials, J. E. Gilley, E. R — and G. A. Wieman, IR May/. une 94, Florida p +E by Young Florida Flatwoods Measuring Water in Pepenee Canals, Zohrab Citrus Trees, BrianJ .B oman, IR Jan./Feb. 94, Samani and Henry Magallanez, IR Jan./Feb. p80-88. 93, p181-186. Ground-Penetrating Radar For Salt-Affected Soil Assessment, Sun F. Shih and Don L. Myhre, Normal-Depth Equations for I tion Canals, IR Mar./Apr. 94, p322-333. — K. Swamee, IR a 4 p942- Flow Recalibration of Parshall Flumes at Low Dis- Broad-Crested Weir, Willi H. Hager and Markus charges, Steven J. Wright, Blake P. Tullis and Schwalt, IR Jan./Feb. 94, p13-26. Tamara M. Long, IR Mar./Apr. 94, p348-362. Non-Point-Source Pollution from Interrill Flow Side-Weir Analysis a Disc , A. Parr, S. Limback, B. McEnroe and S. Coefficient, Prabhata Swamee, Santosh Zou, IR Nov./Dec. 94, p1056-1066. wo Se Masoud S. Ali, IR July/Aug. 94, Subcritical Flow Over Rectangular Side Weir, p -7 Prabhata K. Swamee, — K. Pathak, Subcritical Flow Over Rectangular bas Weir, Mukesh Mohan, San wal and Prabhata K. —. — Pa . MasoudS$ . Ali, IR Jan. ey 94, p2i2-217. Mukesh Mohan, — a and Supercritical Flow in Circular-Shaped Side Weir, MasoudS . Ali, IR Jan. eb. 54,p 212-217. Willi H. Hager, IR Jan./Feb. 94, p1-12. Flow resistance Flow characteristics 7 Capacity thro Wide and anaes Discharge +o of Ri lar Side Weirs, Channels, MW Abdelsalam, R. Si anivannan and T. Satyanaraya- A. Khalifa and M. F. Bakry, IK na, IR Ri/Ame 94, p814-819. Sy Oc. 52 p724-732. 1152 SUBJECT INDEX Flumes Correction for Settlement in Subme Parshall Flumes, S. Abt, A. Genovez and . Florentin, 30259 IR May/June 94, p676-682. T ransiet Can uifer, Design of Open-Channel-Contraction Transi- tions, Prabhata K. Swamee and Bharat C. eee +; VIKR . scivactana,C IhRu an M Basak, IR May/June 94, p660-668. p97-109. Flow-Measurement ng of Com; id Ground-water flow Cross Section for Rivers, Mustafa Gopis and Flow into Well by Finite Elements, Dogan Altinbilek, IR Jan/Feb. 94, p110-127 K. Si and Shambhu P. Dasgupta, Measuring Water in Lig= e se Canals, Zohrab IR May/June 94, p520-533. Samani and Henry Magallanez, IR Jan./Feb. Modeling 3D Ground-Water Flow by Modified 93, p181-186. Finite- it Method, Fang Xin Yu and Vi- Recalibration of Parshall Flumes at Low Dis- jay P. Singh, IR Sept./Oct. 94, p892-909. charges, Steven J. Wright, Blake P. Tullis and M ont iw toS ees 3. Tamara M. Long, IR Mar./Apr. 94, p348-362. Mobil and1c : GuigensI R Sept./Oct. 94, Results of Parshall Flume Test, Fred W. Blais- dell, IR Mar./Apr. 94, p278-291. eee Bee ee Forestry rosity, RajendraK . GupAshtim aK. ,Bhat ta- Agroforestry Drainage Management Mode: Bs and Pitam Chandra, IR July/Aug. 94, Theory and Validation, F. Karajeh, p703-715. bh and I. P. King, IR Mar. /Apr. 94, Ti63. Ground-water quality Bromide T aea id Ponded Free surfaces irvigatic= Durnford and J. Seepage from Canal to Asymmetric Drainages, R'Nov/Doe 9, p1086-1097. Abate T. Wolde-Kirkos and A. S. Chawla, IR Minimum-Impact Modeling of N t-Source Sept./Oct. 94, p949-956. ———, Pollution, K. N R. Noss, IR Jan./Feb. 94, p149. Froude number 167 Discharge Coefficient of Rectan Side Weirs, R. Singh, D. Manivannaann : T. Satyanaraya- Ground-water recharge na, IR July/Aug. 94, p814-819. Transient Radius of payer ~~ oe Shu Tung Chu, IR Sept./Oct.94 , p964-96 Functional analysis Ste fe Response of rT 7 Reach, J. Head, fluid mechanics I. Dooge, M. Perumal and Q. J. Wang, IR Unsteady ern gta Beye ty ig ba Mar./Apr. 93, p410-415. —_— Rajendra K. Gupta, AshimK . Bhatta- mons Pitam Chandra, IR July/Aug. 94, Furrow irrigation Soi] Water Model for Eateating b© egW ale Ww Flexibility, — ie Lamacq Head loss Wallender, IR July/Aug. 044| SCTT4 Analysis oe Desi Sprinkler Irrigation La- terals, Hc lmiM eH athoot, H lusseinM . Abo- Green-Ampt model Raced aandn Fawzi S. Approximate Form of Green-Ampt Infiltration or IR May/June 94, p534-549. Equation, Jeffry J. Stone, Richard H. Hawkins Designo f Open-Channel-Contraction Transi- — Edward D. Shirley, IR Jan./Feb. 94, p128- tions, Prabhata K. Swamee and Bharat C. Basak, IR May/9J4,u p6n60-e668 . Green-s y Analysis of Wetting Patterns for Hydraulics of Center-Pivot Edmar J. Surface _ Shu-Tung Chu, IR Mar./Apr. and RicharGd. Allen, May/June 94, p414-421 aioe5 67. Ground water Agroforestry Drainage Management Model: I: M eavy Metal (Cadmium)U Theory and Validation, F. F. Karajeh, K. K. Medigg HeRoo t S$ Sandh ead Lg and I. P. King, IR Mar./Apr. 94, p363- Shashi Mathur, IR JanI Feb. 94, 96. Agroforestry Drainage M ment Model: II: Herbicides Field Water Flow, F. F. arajeh and K. K. Herbicide Leaching in a Coastal Plain Soil, W. F. Tanji, IR Mar./Apr. 94, p382-396. Ritter, R. W. and A. E. M. Chirn- Drain-Spacing Calculation Considering Influence side, IR May/June 94, 34-649. of Evaporation, Wang Wenyan, — Bing and Hydraulic conductivity Li Zhilu, IR May/June 94, 563-57 U: Cavity Well to DeterAqmuifiern Theic k- Drawdowns for Leaky- = Flow mt Storage anae ssa ndC onstants, MWo hammad Saleem, IR in Finite-Width Sink, Louis H. Motz, IR July/ May/June 94,p 504-519. Aug. 94, p820-827. Herbicide Leaching in a Coastal Plain Soil, W. F. Hydraulic jump Ritter, R. W. Scarborough and A. E. M. Chirn- gee Sew noC ute oe we, side, IR May/June 94, p634-649. illiH .H ager, IR Jan./Feb. 94, p1-12. HYDRAULIC STRUCTURES Hydraulic structures Hyetographs Broad-Crested Weir, Willi H. Hager and Markus Constant Time Interval Hortonian Infiltration Schwalt, IR Jan./Feb. 94, p13-26. Model, Jin Lee and Katumi Musiake, IR Mar./ Apr. 94, p250-265. Hydraulics Broad-Crested Weir, Willi H. Hager and Markus Infiltration Schwalt, IR Jan./Feb. 94, p13-26. Approximate Form of Green-Ampt Infiltration Computation Method for Ri ting Unsteady uation, Jeffry J. Stone, RichardH . Hawkins Flow in Channels, Fubo Liu, Jan F = Edward D. Shirley, IR Jan/Feb. 94, p128- ons Jean Berlamont, IR Sept./Oct. 92, p674- 13 eiuee Time Interval Hortonian Infiltration Drawdowns for Leaky-Aqu: ifer Flow with Storage Model, Jin Lee and Katumi Musiake, IR Mar./ in Finite-Width Sink, uis H. Motz, IR July/ Apr. 94, p250-265. Aug. 94, p820-827. Correct Form of Hall Technique for Border Irri- General Formulation of Best Hydraulic Channel = Advance, A. Al-Azba and T. Strelkoff, Section, Parviz Monadjemi, IR Jan./Feb. 94, R Mar./Apr. 94, p292-307. p27-35. Effects of Air Compression _ Counterflow on Hydraulic Conditions Required to Move Unan- ee into Soils, M. E. Grismer, M. N. chored Residue Materials, J. E. Gilley, E. R. V. Clausnitzer and K. Kinney, IR July/ eo and G. A. Wieman, IR May/June 94, = 4, p775-795. p ai Advance-Rate Solution for Stochastic f Hydraulics of Center-Pivot Laterals, Edmar J. filtration Properties, D. Renault and W. a ti J Richard G. Allen, IR May/June Wallender, IR May/June 94, p617-633. P Horton Infiltration Equation Revisited, A. Measuring Water in Tra: zoidal Canals, Zohrab Osman Akan, IR Sept./Oct. 92, p828-830. Samani and Henry agallanez, IR Jan./Feb. Infiltration-Advance Equation for Finite Linear 93, p181-186. Source, William O. mussen, IR July/Aug. Non-steady-Flow Type Curves for me halts 94, p796-812. with Constant wdown, Halil der,I Simple Method for Identification of Border Infil- July/Aug. 94, p732-741. tration and Roughness Characteristics, John D. Supercritical Flow in Circular-Shaped Side Weir, Valiantzas, IR Mar./Apr. 94, p233-249. illiH .H ager, IR Jan./Feb. 94, p1-12. Transmission Losses from Ephemeral Stream in Transient Radius of Influence Model, Shu Tung Arid Region, Mohamed J. Abdulrazzak and Ali Chu, IR Sept./Oct. 94, p964-969. U. Sorman, IR May/June 94, p669-675. Width and Depth-Constrained Best Trapezoidal Inflow owe, David C. Froehlich, IR July/Aug. 94, a ey oo Response of TL on Reach, J. p M. Perumal and Q. J. Wang, IR Hydrodynamics Mar./Apr. 93, p410-415. Two-Dimensional Simulation of Basin Irrigation. Inlets, waterways I: Theory, E. Playan, W. R. Walker and G. P Sediment and Debris Removal Inlet Structure for Merkley, IR Sept./Oct. 94, p837-856. Pipelines, Gilbert Horrocks, Two-Dimensional Simulation of Basin Irrigation. vOOn IGa nd Pam McMullin, IR May/June 94, IyI: m E. Playan, W. R. Walker and erkley, IR Sept./Oct. 94, p857-870. Interagency cooperation Hydrologic data Holistic Approach to Irrigation Management in Nonlinear a, Applied to ——- ic yt |C ountries, Phillip Z. Kirpich, IR Data, Alexan Demeettr acopoul mame Mar./Apr. 93, p323-333. May/June 94, 9652-659. Irrigation Hydrologic models Alfalfa ——— ~— t, J. C. Guitjens, Precision of amepegeanaplention Estimates U— IR Nov 93, pl 2 109k Neutron Probe, Osmar A.C arrijo and Ric H. Cuenca, IR Nov./Dec. ‘92, p943-953. Command Area Water Demands. II: Water- Demand Function, Seigo Yamashita and Wynn Hydrology R. Walker, IR Nov./Dec. 94, p1043-1055. Hydraulic Conditions Required to Move rad Defining and Using Reference Evapotranspira- chored Residue Materials. J. E. Gill tion, ge H. Hargreaves, IR Nov./Dec. 94, Kottwitz and G. A. Wieman, IR May/. +4 94, p1132-113 p591-606. Design of icultural Drainage with Adaptive Transmission Losses from oo Stream in I tion Management, Luis A. Garcia, Arid Region, Mohamed J. Abdulrazzak and Ali neth M. Strzepek and Terence H. Fone tk U. Sorman, IR May/June 94, p669-675. Jan/Feb. 94, p179-194. Water Balance of Blue Nile River Basin in Ethio- Effect of Saline Irrigation Water on Tree Growth, pis, A. Johnson and P. Douglas Curtis, Ghulam Hussain and Otto J. Helweg, IR R May/June 94, p573-590. Sept./Oct. 94, p970-978. 1154 SUBJECT INDEX LYSIMETERS Flow Capacity through Wide and Submerged pon enn A Vegetal Channels, M. W. Abdelsalam, A. F. ent Model: II: Khattab, A. A. Khalifa and M. F. Bakry, IR SrW ater Flow F. anKd. K . Sept./Oct. 92, p724-732. Tanji, IR Mar./Apr. Oa,p 382-3 Holistic Approach to esP,h ilM anagement in ety |o k hillip Z. Kirpich, IR Iteration Mar./Apr. 93, p323-33 Simple Method for Identification of Border Infil- Infiltration-Advance uation for Finite Linear tration and ap yy Characteristics, John D. Source, William O. mussen, IR July/Aug. Valiantzas, IR /Apr. 94, p233-249. 94, p796-812. tests ~_o Model of Flow Past Weir, Amruthur Correction for agg: in Subm Parshall VeRna mIaRm Nuorvt.h D ecN e2, - pD9ie8p8 -99V4o, and German FIlRu moens,t Sb.Ae 4 ,o1 66a82 and . Flerentin, Optimization hogs of— | and PoS ys- tems, Francesco Pompeo Measuring Water in Tra) jidalC anals, Zohrab Mecarelli, IR Nowiem 94,o ne4 503 Samani and H IR Jan./Feb. 93, p181-186. Irrigation efficiency Canal-Control Needs: Example, A. J. Clemmens, Lagrenge’s equations G. Sloan and J. Schuurmans, IR Nov./Dec. 94, General Formulation of Best Mpseatie Channel p1067-1085. Section, Parviz Monadjemi, IR Jan./Feb. 94, p27-35. Method « Estimatin;g n mmo in Spanish Irri- gation Systems, olfgang Krinner, " Land usage Garcia and Federico Estrada, IR Sept./Oct. Minimum-Impact Modeling of Nonpoint-Source p979-986. Groun Pollution, N. Methods and Economics of Drainage Reduction Samani andR .. Noss, IR Jan./Feb. 94, p149- Through Improved Irrigation, Blaine R. Han- 167. son and Allan E. Fulton, IR Mar/Apr. 94, p308-321. Laterals Irrigation practices Analysis and Design of Sprinkler Irrigation La- terals, Helmi lwo Hussein M. Abo- Bromide Transport under Sprinkler and Ponded Ghobar, Ahmed I. Al-Amoud and Fawzi S. Irrigation, M. Hamdi, D. Durnford and J. Mohammad, IR May/June 94, p534-549. Loftis, IR Nov./Dec. 94, p1086-1097. Hydraulics of Center-Pivot Laterals, Edmar J. Methods and Economics of Drainage Reduction Sores Ser RichardG . Allen, IR May/June Through Improved Irrigation, Blaine R. Han- 93, p 567. son and Allan E. Fulton, IR Mar./Apr. 94, p308-321. Leaching Denon afsc heduling Herbicide Leaching in a Coastal Plain icultural Drainage with Ada _ Ritter, . Scarbo; anAd. E.M . Chirn- wt anagement, Luis A. Garcia, side, IR May/June 94, 34-649. neth M. Strzepek and Terence H. Podmore, IR Jan./Feb. 94, p179-194. Drawdowns for Leaky- Irrigation Timing for Wheat Based on Climate, in Finite-Width ouisMH o.t z, IJRuy / Crop, and Soil Data, R. P. Tripathi, IR May/ Aug. 94, p820-827 June 92, p370-381. Least squares method Irrigation systems Results of Parshall Flume Test, FredW . Blais- Automated Field Irrigation _—— Using Side dell, IR Mar./Apr. 94, p278.251. Weirs, R. Si and T. Satyanarayana, IR Jan./Feb. 94, p48-59. Linear programming Canal-Control Needs: Example, A. J. Clemmens, Minimum-Impact Modeling of N 4 G. Sloan and J. Schuurmans, IR Nov./Dec. 94. Groundwater Poll lution, K. p1067-1085. Samani and R.N oss, IKJ an/Feb. 94, 149. Command Area Water Demands. I: Validation and Calibration of UCA Model, Yamashita and Wynn R. Walker, IR Nov./Dec. Linear systems 94, p1025-1042. Seep tension Resvgane iM uskingum Reach, J. Downstream Control Algorithm for Irrigation M. Perumanadl Q . J. Wang, IR Canals, Fubo Liu, Jan Feyen and Jean Ber- Mar./AAppr.e 83, p410-415. lamont, IR May/June 94, 8-483. Linearity Method for Bathmating Besoteney i¢ n Spanish Irri- Practical Constant-Accuracy Linear Weir, K. See Systems, gang Krinner, Keshava Murthy and M. N. Shesha Prakash, fa and Federico Estrada, IR Sept./Oct. IR May/June 94.p 550-562. p979-986. Methods and Economics of Drainage Reduction Lysimeters Through Improved Irrigation, Blaine R. Han- Evapotranspiration by Young Florida Flatwoods son and E. Fulton, IR Mar/Apr. 94, a + aes Brian J. Boman, IR Jan./Feb. 94, p308-321. 1155 LYSIMETERS oe of Evapotranspiration Using Lysim- Models eter and Micro Bowen-Ratio Systems, Hossein Bed-Level Variation in Channel Expansions with orab, W. O. Pruitt and K.T . Paw U, IR Movable Beds, P. K. Mohapatra and S. Murty RMear.t t 94, p450-464. Bhallamudi, IR Nov./Dec. 94, p1114-1121. es ison of Models for Subsurface he ora Drainage Management Model: 3 4x Sloping Lands, E. Lorre, B. ield Water Flow, F. F. jeh and K. andR Skaggs, IR Mar. /Apr. 94, 266-277. Tanji, IR Mar./Apr. 94, p382-396. Constant pone Interval Hortonian Infiltration Holistic Approach to Irrigation Management in Model, Jin Lee and Katumi Musiake, IR Mar./ — Countries, Phillip Z. Kirpich, IR Apr. 94, p250-265. Mar./Apr. 93, p323-333. Momentum Model of Flow Past Weir, Amruthur S. Ramamurthy, ee —~ 4V o and German Management planning Vera, IR Nov. 2, p988-994. Holistic Approach to I tion Management in Non-Point-Source Pollution from Interrill Flow ag cam Countries, ‘Pullip Z. Kirpich, IR , A. Parr, S. Limback, B. McEnroe and S. Mar./Apr. 93, p323-333. Zou, IR Nov./Dec. 94, p1056-1066. Mass transport Soil Water Model for Evaluating Water | Non-Point-Source Pollution from Interrill Flow Flexibility, “— Lamacq and Wesley . A. Parr, S. Limback, B. McEnroe and S. Wallender, IR July/Aug. 94, p756-774. Zou, IR Nov./Dec. 94, p1056-1066. Momentum transfer Mathematical models <4 Model of Flow Past Weir, Amruthur Mathematical Modeling of Saturated- Seat ee rien So nek. Vo and German Unsaturated Flow to Drains, Saleem Ahmad, Vera, IR Nov 2, p988-994. Deepak Kashyap and B. S. Mathur, IR Jan./ Motion Feb. 93, p18-33. Hydraulic Conditions gy » Move Unan- Optimization conn ag od— I—rri — Sys- chored Residue Materials, J. E. Gill be tems, Francesco Pompeo Kottwitz and G. A. Wieman, IR May/. une 94, Mecarelli, TR ~M as 94Do 84.5 03, p591-606. Mathematics Multiple regressions Horton Infiltration Equation Revisited, A. Discharge Coefficient of Recta: Side Weirs, Osman Akan, IR Sept./Oct. 92, p828-830. R. Singh, D. Manivannan an T. Satyanaraya- Using Cavity Well to Determine Aquifer Thick- na, IR July/Aug. 94, p814-819. ness and Constants, Mohammad Saleem, IR Nile River May/June 94, p504-519. Water Balance of Blue Nile River Basin in Ethio- Measurement pis, P A. Johnson and P. Douglas Curtis, Measuring Water in Tra zoidal Canals, Zohrab R May/June 94, p573-590. Samani and Hen: agallanez, IR Jan./Feb. Nonlinear analysis 93, p181-186. Nonlinear a aes Applied to m1 Model accuracy Data, Alexander metracopoulos, Evaluation of Runoff and Erosion Models, Tien May/June 94, 552-659 H. Wu, James A. Hall and James V. Bonta, IR Nonpoint pollution Mar./Apr. 93, p364-382. Minimum-Impact Modeling of Non a Model verification Groundwater Pollution, K. ield, Command Area Water Demands. I: Validation oa and R. Noss, IR Jan./Feb. 94, pl A and Calibration of UCA Model, Seigo Yamashita and Wynn R. Walker, IR Nov./Dec. ay ee ey Pollution from Interrill Flow 94, p1025-1042. A.P arr, S. Limback, B. McEnroe and S. Command Area Water Demands. II: Water- Zou, IR Nov./Dec. 94, p1056-1066. Demand Function, Seigo Yamashita and Wynn a —— ues for Assessi Water- R. Walker, IR Nov./Dec. 94, p1043-1055. of BMPs, John F. alker, IR Evaluation of Runoff and Erosion Models, Tien ioe ve7 334-347, H. Wu, James A. Hall and James V. Bonta, IR Numerical analysis Mar./Apr. 93, p364-382. om D Ground-Water Flow by Modified Modeling 3D Ground-Water Flow by Modified Finite-Element Method, Fang Xin Yu and Vi- Finite-Element Method, Fang Xin Yu and Vi- jayP . Singh, IR Sept. /Oct. 94, p892-909. jay P. Singh, IR Sept./Oct. 94, p892-909. Numerical models Modeling forestry Drainage —~ ent Model: Modeling Heavy Metal (Cadmium) Uptake by ory and Validation, F. F. Karajeh, K. K Soil- it Root System, Sandhya ny Le and I. P. King, IR Mar./Apr. 94, p363- Shashi Mathur, IR Jan./Feb. 94, p89-96. — Regional Flow and Flow to — G Agroforestry Deleae - ent Model: II: and J. C. Guitjens, IR Sept./Oct. 94, Field Water Flow, jeh and K. K. m925.939. = Tanji, IR Mar. /Apr. 54,3 823 6.

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SUBJECT INDEX SUBJECT INDEX Agricultural watersheds a Gast Seepage to Sloping uifer, Seasonal Distributions of Peak Flows From SheikM . H. Yussuff, H. S. Chauten, Mano} Small Agricultural Watersheds, James V. Bon- Kumar and V. K. Srivastava, IR Jan./Feb. 94, 190439A.. Ramachandra Rao, IR Mar. /Apr. 94, p97-109. Transient Radius of Influence pao, Shu Tung Agriculture Chu, IR Sept./Oct. 94, p964-96 —— Transport under Sprinkler and Ponded Using Cavity Well to aus Aquifer Thick- tion, Hamdi, D. Durnford and J. ness and Constants, Mohammad Saleem, IR is, IR Nov./Dec. 94, p1086-1097. May/June 94, p504-519. Per Point-Source Pollution from Interrill Flow Arid lands , A. Parr, S. Limback, B. McEnroe and S. Effect of Saline Irrigation Water on Tree Growth, Zou, IR Nov./Dec. 94, p1056-1066. Ghulam Hussain and Otto J. Helweg, IR Air flow Sept/Oct. 94, p970-978. Effects of Air Compression and Counterflow on Transmission Losses from Ephemeral Stream in Infiltration into Soils, M. E. Grismer, M. N. Arid Region, Mohamed J. Abdulrazzak Ali Orang, V. Clausnitzer and K. Kinney, irkJ uly/ U. Sorman, IR May/June 94, p669-675. Aug. 4, p775-795. Asymmetry Alfalfa te |F low into Well byt ay yE lements, Alfalfa Irrigation During Drow: C. Guitjens, Shambhu P. Dasgupta, IR Nov. . 93, p1092-1098. IR May/JuneS o, 330-533 Dormancy and wy gg Alfalfa Yield and Automation Evapotranspiration, J uitjens and M. T. Goodrich, IR Nov./Dec. 94, p1140-1146. Aweet Field Irrigation S$ Using Side Si Satyanarayana, IR Algorithms Janets 94, Downstream Control Algorithm for Irrigation Canal-Control Needs: Séeaite AA:. J . Clemmens, Canals, Fubo Liu, Jan Feyen and Jean Ber- G. Sloan and J. Schuurmans, IR Nov./Dec. 94, lamont, IR May/June 94, 8-483. p1067-1085. Alluvial channels Basins Seepage Effects on Sand-Bed Channels, Achanta Tye Dimensionals imu Rowf Basin Ramakrishna Rao, Vedula Subrahmanyam, S. a P. Thayumanavan and Damodaran Namboodiri- Merkley, iR Sept./Oct. 94, pes7.856. pad, IR Jan./Feb. 94, p60-79. Twio-r D imensiofnaoln s, Playa,oW f Basin Alluvial fans W. R. Waller a Comparison of Results from Alluvial Fan Design P’ Merkley, IIRi Sept./Oct . 94,p 857-870. Methodology ng Historic Data, Syndi J. Flip- Lert— . French, IR Jan./Feb. 94, Bed movements p = Bed-Level Variation in Channel Expansions with Movable Beds, P. K. M tra and S. Mi Analytical techniques Bhallamudi, IR Nov./Dec. , pl114-1121. Hydraulics of Center-Pivot Laterals, Edmar J. Scaloppi and Richard G. Allen, IR May/June Benecosft ainaltys is 93, p554-567. a Analysis of Deficit and PomSpyes-o tems, Francesco annocchi Approximation Mecarelli, IR May/June 94, p484-50 Approximate Form of Green-Ampt a Equation, Jeffry J. Stone, Richard H. Border irrigation 73] Edward D. Shirley, IR Jan./Feb. 94. D128. Correct Form of Hall Technique for Border Irri- ion Advance, A. Al-Azba and T. Strelkoff, Aquifer tests Mar./Apr. 94, p292-307. Non-steady-Flow T Curves for op hae Simple Method for Identification of Border Infil- with Constant wdown, Halil der,I tration and R: John D July/Aug. 94, p732-741. Valiantzas, IR /Apr. 94, p233-249. Aquifers Boundary conditions Drawdowns for Leaky-A uifer Flow with Storage yh Flow into Well by Finite Elements, in Finite-Width Sink, uis H. Moiz, IR July/ K. Si and Shambhu P. Dasgupta, Aug. 94, p820-827. IR May/June Slee 3. Non- ae Flow T ay for Stri avin Mi id Flow to Drains, x with Constant wdown, Halil der, M.Pobil andJ .CcC. G:Gu ituje ns, IR Sept/Oct. 94 July/Aug. 94, p732-741. BROAD-CRESTED WEIRS Broad-crested weirs Center-pivot irrigation Broad-Crested Weir, Willi H. Hager and Markus Hydraulics of Center-Pivot Laterals, Edmar J Schwalt, IR Jan./Feb. 94, p13-26. Scaloppi and Richard G. Allen, IR May/June 93, p554-567. Side-Weir Analysis oy ene Disc! Coefficient, Prabhata K. Swamee, Santosh Channel beds Pathak andM asoud S. Ali, IR July/Aug. 94, Bed-Level Variation in Channel Expansions with p742-755. Movable Beds, P. K. Mohapatra and S. Mi Cadmium Bhallamudi, IR Nov./Dec. 94, p1114-1121. Modeling Heavy Metal (Cadmium) Uptake by Seepage Effects on Sand-Bed Chaniels, Achanta Soil-Plant Root System, Sandh and —— — hy Subrahmanyam, S. Shashi Mathur, IR an./Feb. 94, p89-96. Thayum d Damodaran Namboodiri- pad,T R:e e YFeb.“ 94, p60-79. Canal design Channel design Design tfohr ar,F e PanS ediment Excluder, U C. Kothyari, P. de and A. K. Gahlot, IR Width and Depth-Constrained Best Trapezoidal Jan./Feb. 94, p36-4 — on C. Froehlich, IR July/Aug. 94, Pp =| Normal-Depth ition for Irrigation Canals, — K. Swamee, IR Sept/Oct. 94, p942- Channels, waterways General Formulation of Best Hydraulic Channel Canals Spe2c7t-i3o5n., Parviz Monadjemi, IR Jan./Feb. 94, Canal-Control Needs: Example, A. J. Clemmens, G. Sloan and J. Schuurmans, IR Nov./Dec. 94, Safety Grates in +, Channel ls, Julia E. p1067-1085. Allred-Coonrod, I Jan./Feb. 94, p218-224. Design for Tunnei-T Sediment Excluder, U. Chemicals C. Kothyari, P. K. Pande and A. K. Gahlot, IR —— Tran: 4 a Sprinkler and Ponded Jan./Feb. 94, p36-47. tion, Durnford and J. Downstream Control Algorithm for Irrigation Loftis , IR Nov/Dec, 94,p 1086-1097. Canals, Fubo Liu, Jan Feyen and Jean Ber- Chlorination lamont, IR May/June 94, 83. Pretreatment of Secondary Effluent for Drip Irri- Drawdowns for Leaky-Aqu ifer Flow with Storage mn, Massoud A. Tajrishy, David J. Hills in Finite-Width Sink, uis H. Motz, IR July/ - o: me Tebebenagioul, IR July/Aug. 94, Aug. 94, p820-827. Pp Flow Capacity through Wide and ag J Clay soils Vv —— . W. oT at A. Khattab, A. A. Khalifa and M. F. Bakry, IR Performance of Gunite Brow Ditches, Robert W. Sept. Oct. 92, p724-732. Day, IR Sept./Oct. 94, p957-963. Measuring Water in Trapezoidal Canals, Zohrab Coal mines Samani and Henry Magallanez, IR Jan./Feb. Gully Erosion Minimization on Reclaimed Sur- 93, p181-186. + pod— —— SSAST Computer Model, Normal-Depth Equations for I tion Canals, ge |a nd Thomas W. Gardner, — K. Swamee, IR they 94, p942- IK SSeo n’ 94, p910-924. Coastal plains Seepage from Canal to Asymmetric Drainages, Herbicide Lote! in a Coastal Plain Soil, W. F. Abate T. Wolde-Kirkos and A. S. Chawla, IR Ritter, R. W. Scarborough and A.E . M. Chirn- Sept./Oct. 94, p949-956. side, IR May/J une 94, p634-649. Transient Canal Seepage | Sloping Atari Columns Sheik M. H. Yussuff, H. S. Chauhan Kumar and V. K. Srivastava, IR kee 04, Air Entrapment and hata Infiltration in Two- p97-109. Layered Soil Column,H .L atifi, S. N. Prasad and O. J. Helweg, IR Sept./ Oct. 94, p871-891. Capacity Comparative studies eg Design of Channels, Fasa, I Nod y e9y2, ro 8-881. i ison of Models for Subsurface at = Sloping Lands, E. Lorre, B. name — of Open a yy and R . Skaggs, IR Mar. /Apr. 94, 7266277. under Multiple Failure — Said M. Easa, Nov./Dec. 94, p1007-1024 Pra sica ir Effects of Air Compression and Sonate - Catchments Infiltration into Soils, M. E. Grism Prediction of Sediment Yield, U. C. Koth ——s . Clausnitzer and K. Kinney,I R uly! = Lay Ranvir Singh, IR Nov. Ben 9944, Aug. 94, p775-795. p - Computer models Cavities Command Area Water Demands. I: Validation Using Cavity Well to Determine Aquifer Thick- and Calibration of UCA M ness and Constants, Mohammad Saleem, IR Yamashita and Wynn R. Walker, IR Nov./Dec. May/June 94, p504-519 94, p1025-1042. SUBJECT INDEX Command Area Water Demands. IJ: Water- oney and Non Alfalfa Yield and Demand Function, Seigo Yamashita and Wynn odrich,I RN ov q A — and M. T. R. Walker, IR Nov./Dec. 94, p1043-1055. Goodrich, IRN ov./Dec. 94, p1140-1146. Design of Agricultural Drainage with A Irrigation Ti for Wheat Based on Climate, Irrigation Management, Luis A. Garcia, , and Soil Data, R. P. ieathe IR May/ neth M. Strzepek and Terence H. Podmore, IR lear9 2, p370-381. » Jan/Feb. 94, p179-194. Optimization Analysofi Desfic it Irrigation S Gully Erosion Minimization on Reclaimed Sur- tems, Francesco Mannocchi Fompes face Mines Using SSAST Computer Model, Mecarelli, IR May/June 94, p484-503. Rose A. McKenney and Thomas W. Gardner, IR Sept./Oct. 94, p910-924. Ge Measuring Water in Trapezoidal Canals, Zohrab oe for Wheat Basedo n Climate, rte Henry Magallanez, IR Jan./Feb. Data, R. P. Tripathi, IR May/ »P * : a= 92, p370-381. pomreraieey o9 um Surface Provided by C Analysis and Design of Sprinkler Irrigation La- a John E. and Eugene terals, Helmi hoe Hussein M. Abo- Kottwitz, IR Mar./Apr. 94, p440-449. Ghobar, AhmedI . Al-Amoud and Fawzi S. Method forS emen ene Einb S paonies h Irri- Mohammad, IR May/J une 94, p534-549. Conformal mapping Gerh a'vdl Fr eedeorei co Eman IR Sept/Oct. 7979-986. Seepage from Canal to Asymmetric Drainages, Abate T. Wolde-Kirkos and A. S. Chawla, IR Cross sections Sept./Oct. 94, p949-956. Flow-Measurement Structures of Com Constraints Cross Section for Rivers, Mustafa Gopi and Width and Depth-Constrained Best Trapezoidal Dogan Altinbilek, IR Jan./Feb. 94, p1 10-127 Section, David C. Froehlich, IR July/Aug. 94, Width and Depth-ConstrainBeeds t Trapezoidal p828-835. Section, David C. Froehlich, IR July/Aug. 94, p828-835. Contraction Design of Open-Channel-Contraction Transi- Debris tions, Prabhata K. Swamee and Bharat C. Hydraulic Conditions nous to Move Unan- Basak, IR May/June 94, p660-668. chored Residue Mai E. , E.R. Control Kottwiantdz G . A. Wieman IR May une 94, p591-606. Downstream Control Algorithm for Irrigation Canals, Fubo Liu, Jan Feyen “ Jean Ber- Sediment and Debris Removal Inlet Structure for lamont, IR May/June 94, p468-483. Canal Pipelines, Gilbert Horrocks, H. Lee On eiean d Pam McMullin, IR May/June 94, Control structures Computation Method for Regulating Unsteady Flow in nm Channels, Fubo Liu, Jan Feyen Delivery -_ Jean Berlamont, IR Sept./Oct. 92, Prediction of Sediment Yield, U. C. — oy A. ~ R atm Ranvir Singh, IR Nov. 94, Pp - Control systems Canal-Control Needs: Example, A. J. Clemmens, Depth G. Sloan and J. Schuurmans, IR Nov./Dec. 94, Normal-Depth fe p1067-1085. Prabhata K. SwameIReS e,pt/O ct, 94p,9 42. Cooperation Holistic Approach to ye Management in ey rey |C ountries, Phillip Z. Kirpich, IR Mar./Apr. 93, p323-333. Creep Mohammad, IR hinefieas 94, p534-549. Performance of Gunite Brow Ditches, Robert W. Day, IR Sept./Oct. 94, p957-963. Green-Ampt Analysis of Wetting Patternsf i Surface , Shu-Tung Che IR Mar/Apr. Crop response 94, p414-421. Modeling Heavy Metal (Cadmium) = by Soil-Plant Root .—y Sandhya Design storms Shashi Mathur, IR Jan./Feb. 94, p89-96. Seasonal Distributions of Peak Flows From Crop yield tural Watersheds, a Alfalfa Irori e During Dro t, J. C. Guitjens, IR mg 93, p1092-1098. Design icultural Drainage with Adaptive ~ anagement, Luis A. Garcia, neth M. Strzepek and Terence H. Podmore, IR and Jan./Feb. 94, p179-194. toun, IR Jan./Feb. 94, p168-178. 1149 DEVELOPING COUNTRIES 1994 ANNUAL INDEX Developing countries Methods and Economics of Drainage Reduction Holistic Approach to nie Management in Through Improved Irrigation, Blaine R. Han- Haters ey |C ountries, Phillip Z. Kirpich, IR -~1 =, Allan E. Fulton, IR Mar./Apr. 94, Mar./Apr. 93, p323-33 3. p308-321. Non-steady-Flow Type Curves for Strip Aquifers Discharge with Constant wdown, Halil der, IR ——_ of Parshall Flumes at Low Dis- July/Aug. 94, p732-741. , Steven J. Wright, Blake P. Tullis and Probabilistic Desi n Draii Tamara M. Long, IR ar./Apr. 94, p348-362. Said M. Easa,I Kody 92, a Discharge coefficients Reliability Analysis of Open Drainage Channels Automated :~ Irrigation — Using Side under Multiple Failure Modes, Said M. Easa, Weirs, R. Si and T. Satyanarayana, IR IR Nov./Dec. 94, ene mere Jan./Feb. 94, p48-59. Safety Grates iyn y ical Channels, Julia E Allred-Coonrod, IR Jan. Feb. 94, p218-224. Discharge Coefficient of R: Side Weirs, R. Singh, D. Manivannan and T. Satyanaraya- Seepage from Canal to Asymmetric Drainages, na, IR July/Aug. 94; p814-819. Abaie T. Wolde-Kirkos and A. s Chawla, IR Sept./Oct. 94, p949-956. wy ake | FlowA sea) age —— Ramamurt © an rman Unsteady Drainage with Variable Drainable Po- Vera, IR Nov. Bec. Bo osb-994. rosity, Rajendra K. Gupta, Ashim K. Bhatta- — := Pitam Chandra, IR July/Aug. 94, Practical Constant-Accuracy Linear Weir, K. p \. Keshava Murthy and M. N. Sheessh a Prakash, IR May/June 94, p550-562. Drainage structures Side-Weir Anal = Usi .——oe tame Comparison of Results from Alluvial Fan Design Coefficient, hata K. Swam Santosh Methodology with Historic Data, Syndi J. Flip- Pathak and Mand Ss. AL IIRR JJ uly/Aug. 94, ap t —SS H. French, IR Jan./Feb. 94, p742-755. Subcritical Flow Over Rectangular Side Weir, Drains Prabhata hs a. — K. Pathak, Drain-Spacing Calculation Considering Influence Mukesh Mohan, wal and of Evaporation, Wang Wenyan, og Bing and MasoudS. Ali, IR JaSn.i e. 994,4 p 212-217. Li Zhilu, IR May/June 94, p563-572 Discharge measurement Mathematical Modeling of "Saturated- Unsaturated Flow to Drains, Saleem Ahmad, Broad-Crested Weir, Willi H. Hager and Markus Deepak Kashyap and B. S. Mathur, IR Jan/ Schwalt, IR Jan./Feb. 94, p13-26. Feb. 93, plg-33. Recalibration of Parshall Flumes at Low Dis- er Flow and Flow to Drains, G. charges, Steven J. Wright, Blake P. Tullis and joB y — J. C. Guitjens, IR Sept./Oct. 94, Tamara M. Long, IR Mar./Apr. 94, p348-362. p jo' Results of Parshall Flume Test, Fred W. Blais- Drawdown dell, IR Mar./Apr. 94, p278-291. Drawdowns for Leaky-Aquifer Flow with Sto: Disposal in Finite-Width Sink, Louis H. Motz, IR July? Sediment and Debris Removal Inlet Structure for Aug. 94, p820-827. Canal Pipelines, Gilbert Horrocks, H. Lee Non-steady-Flow Type Curves for Strip Aquifers Wimmer and Pam McMullin, IR May/June 94, with Constant wdown, Halil der, IR p607-616. July/Aug. 94, p732-741. Ditches Transient Radius of Influence Model, Shu Tung Chu, IR Sept./Oct. 94, p964-969. Performance of Gunite Brow Ditches, Robert W. Day, IR Sept./Oct. 94, p957-963. Drip irrigation Pretreatment of Secondary Effluent for Drip Irri- Diversion structures gation, Massoud A. Tajrishy, David J. Hills Side-Weir Analysis Using Elementary oe and George Tchobanoglous, IR July/Aug. 94, Coefficient, Prabhata Swamee, Santosh p716-731. ah Masoud S. Ali, IR July/Aug. 94, p742-755. Droughts Subcritical Flow Over Rectangular Side Weir, Alfalfa Irri; ition fe be t, J. C. Guitjens, Prabhata K. Swamee, Santosh K. Pathak, IR Nov . 93, p1092-1098. Mukesh Mohan, Sanjai K. wal and Economic analysis Masoud S. Ali, IR Jan./Feb. 94, p212-217. a and Economics of Drainage Reduction Drainage ugh Im ——— Blaine R. Han- Design of Agricultural Drainage “me 5a ive psoon Fulton, IR Mar/Apr. 94, I tion Management, Luis A. Garci p308-321. neth M. Strzepek and Terence H. Podmete, IR Design of Jan./Feb. 94, pp1l79 -194. icultural Drainage with Ai Drawdowns for Leaky-Aquifer Flow with Storage Temgation Maannaaggemeemnt , Luis A. Garcia,K en in Finite-Width Sink, Louis H. Motz, IR July/ M. Strzepek and Terence H. Podmore,I R Aug. 94, p820-827. Jan/Feb. 94, p179-194. 1150 SUBJECT INDEX Electrical conductivity Partitieoanii oaaid r© oB owenR atioS ytesimng LyLsyis im- Ground-Penetrating Radar For Salt-Affected Soil Assessment, Sun F. Shih and Don L. Myhre, Aatitorabs WO. Prat ond Paw U, IR IR Mar./Apr. 94, p322-333. wae Entrainment Sediment Deposition and eet |i n Vege- aa Reference Evapotranspira- tated Streambeds, Steven R. Abt, Warren P. ves, IR Nov./Dec. 94, Clary and Christopher 1. Thornton, IR Nov./ piel 13 Dec. 94, p1098-1111. Pwr Ay Ephemeral streams “GEoodsriach, IiRN eova.n/D ce9co4.,n p 1t 14a0-1i146n. Transmission Losses from Ephemeral Stream in Evv apotranspiration by Young Florida Flatwoods Arid Region, Mohamed J. Abdulrazzak and Ali peos8. Brian J. Boman, IRJ an/Feb. 94, U. Sorman, IR May/June 94, p669-675. Erosion Uieates Ser on Climate, Evaluation of Runoff and Erosion Models, Tien rop, and Soi! Dein RPP Caney IR May/ H. Wu, James A. Hall and James V. Bonta, IR une 92 p370-38i. Mar./Apr. 93, p364-382. eaten ofe SeE ons Using Lysim- io S Hossein Prediction of Sediment Yield, U. C. Kothyari, A Ashktorab, W. O Pyrie T. PaUw, IR K. Tiwari and Ranvir Singh, IR Nov. . 94, MenvAne 94, p450-464. p1122-1131. Precision ofE 1 Sine Usi Erosion control Neutron Probe, Osmar Gully Erosion Minimization on Reclaimed Sur- H. Cuenca, IR Nov/Dec.3 mon3 3. face Mines Using SSAST Computer Model, Soil Water Model for Evaluating Water Deliv Rose A. McKenney and Thomas W. Gardner, Flexibility, i¢ Lamacq Wesley IR Sept./Oct. 94, p910-924. Wallender, IR uly/Aug. 94, p756-774. Runoff Detention for Flood Volume or Erosion Expanzion Control, A. Osman Akan and Edward N. An- toun, IR Jan./Feb. 94, p168-178. Bed-Level Variation in Channel Expansions with Movable Beds, P. K. M and S. Murty Error analysis Bhallamudi, IR Nov./Dec. 94, p1114-1121. Precision of 9g Ww Estimates Using Failure modes Neutron Probe, Osmar A.C arrijo and Richard ar is of Open H. Cuenca, IR Nov/Dec. 92, p943-953. ulti Failure MMo des, Said M EEaasas,e Error functions IR Nov./Dec. 94, p1007-1024. Non-steady-Flow Type Curves for Strip Aquifers Field tests with Constant wdown, Halil der, IR Bromide T: rt under i and Ponded July/Aug. 94, p732-741. Te ee Hamdi, D. Durnford and J Errors IR Nov./Dec. 94, p1086-1097. Correct Form c! Hall Technique for Border Irri- Pretreatment of ~wye ?b ag for 5 afI rri- — Advance, A. Al-Azba and T. Strelkoff, gation, Massoud A. vid J. Hills R Mar./Apr. 94, p292-307. and George tk innJu ly/Aug. 94, p716-731. Estimating Filtration Defining and Using Reference Evapotranspira- tion, e H. Hargreaves, IR Nov./Dec. 94, Pretreatment of ~ye Eis Or DO Irri- p1132-1139. jon, Massoud y. Vii Hills os George ak. ir July/Aug. 94, Estimation p716-731. Simple Method for Identification of Border Infil- Finite difference method tration and Roughness Characteristics, John D. Computation Method for Rageleeins Unsteady Valiantzas, IR Mar./Apr. 94, p233-249. Flow in Channels, Fi Liu, - F Ethiopia and Jean ont, IR Sept./Oct.9 : 4- 689. 9 phere of Blue Nile River Basin in Ethio- Peasy A. Johnson and P. Douglas Curtis, Mathematical Modeling | Saturated- IR May/ une 94, p573-590. U nsaturated Flow to y m. Kashyap andB . S. MathuIRr J,an / Evaluation Feb. 93, p18-33 Furrow Advance-Rate Solution for Stochastic In- Finite differences filtration Properties, D. Renault and W. W. Wallender, IR May/June 94, p617-633. beBse ony hyP ew et nn Evaporation erkley, IRS ept./Oct. 94,p 837-856. Drain-Spacing Calculation Considering Influence Two-p ris eg of Evaporation, Wang Wenyan, Shen Bing and = seen, 5 ee Sh ase Li Zhilu, IR May/June 94, 7563-572. G. P. Merkley, IR Sept . 94, p857-870. 1151 FINITE ELEMENT METHOD Finite element method Flow control metric a ~ into Well by Finite Elements, ey Model of FlowA aggW eir, Amruthur and Shambhu P. Dasgupta, S. Ram: D.. and German IR May/June 9 , p520-533. Vera, IR NNo av e! eyp9 88-99: Modeling 3D ayn ty Flow by Modified Side-Weir Analysis Usingl emetary Disc’ Finite-Element Method, Fang Xin Yu and Vi- Coefficient, Prabhata K. Swamee, Santosh jayP . Singh, IR Sept./Oct. oa p892-909. Pathak and Masoud S. Ali, IR July/Aug. 94, p742-755. Flexibility Soil Water Model for Evaluating Water Delive: Flow measurement Flexibility, gam Lamacq and Wesley Correct Form of Hall Technique for Border Irri- Wallender, IR July/Aug. 94, p756-774. — Advance, A. Al-Azba and T. Strelkoff, R Mar./Apr. 94, p292-307. Flood control Comparison of Results from Alluvial Fan Design Correction for Settlement in Subme: Parshall Methodology with Historic Data, Syndi J. Flip- Flumes, S. Abt, A. Genovez and . Florentin, ert= H. French, IR Jan./Feb. 94, IR May/June 94, p676-682. Pp Lote es ay seg of Compound Safety yok iinn S UR lair Channels, Julia E. Cross Section for Rivers, Mustafa and Allred-Coo: IR Jan./Feb. 94, p218-224. Dogan Altinbiliek, IR Jan. Feb. 94, p110-127. Flood plains a Model « ee Past Weir, Amruthur Ramamurth one~ 9V o and German Comparison of Results from Alluvial Fan Design fan IR Nov Bes 2, p988-994. Methodology with Historic Data, Syndi J. Flip- a — H. French, IR Jan./Feb. 94, Practical Constant-Accuracy Linear Weir, K. p Keshava Murthy and M. N. Shesha Prakash, IR May/June 94, p550-562. Flood routing Recalibration of Parshall Flumes at Low Dis- wy Response of Tmo Reach, J. charges, Steven J. Wright, Blake P. Tullis and I. Dooge, M. Perumal and Q. J. Wang, IR Tamara M. Long, IR ar./Apr. 94, p348-362. Mar./Apr. 93, p410-415. Results of Parshall Flume Test, Fred W. Blais- deil, IR Mar./Apr. 94, p278-291. Transmission Losses from Ephemeral Stream in Flow patterns Arid Region, Mohamed J. Abdulrazzak and Ali U. Sorman, IR May/June 94, p669-675. — Regional Flow and Flow to Drains, G. l and J. C. Guitjens, IR Sept./Oct. 94, Floods no25s9 39. Runoff Detention for Flood Volume or Erosion Control, A. Osman Akan and Edward N. An- Flow rates toun, IR Jan./Feb. 94, p168-178. Downstream Control Algorithm for Irrigation SeaSsmoanlall AgDriisctulrtiubruatli onWsa terofs hePdesa,k JaFmleosw s V. FBroonm- Claanmaolnst,, IFKu bMoa y/LJiuu,n eJ a9n4 , Feyen8 -48a3n.d Jean Ber- ta and A. Ramachandra Rao, IR Mar./Apr. 94, Hydraulic Conditions Required to Move wt p422-439. chored Residue Materials, J. E. Gilley, E. R — and G. A. Wieman, IR May/. une 94, Florida p +E by Young Florida Flatwoods Measuring Water in Pepenee Canals, Zohrab Citrus Trees, BrianJ .B oman, IR Jan./Feb. 94, Samani and Henry Magallanez, IR Jan./Feb. p80-88. 93, p181-186. Ground-Penetrating Radar For Salt-Affected Soil Assessment, Sun F. Shih and Don L. Myhre, Normal-Depth Equations for I tion Canals, IR Mar./Apr. 94, p322-333. — K. Swamee, IR a 4 p942- Flow Recalibration of Parshall Flumes at Low Dis- Broad-Crested Weir, Willi H. Hager and Markus charges, Steven J. Wright, Blake P. Tullis and Schwalt, IR Jan./Feb. 94, p13-26. Tamara M. Long, IR Mar./Apr. 94, p348-362. Non-Point-Source Pollution from Interrill Flow Side-Weir Analysis a Disc , A. Parr, S. Limback, B. McEnroe and S. Coefficient, Prabhata Swamee, Santosh Zou, IR Nov./Dec. 94, p1056-1066. wo Se Masoud S. Ali, IR July/Aug. 94, Subcritical Flow Over Rectangular Side Weir, p -7 Prabhata K. Swamee, — K. Pathak, Subcritical Flow Over Rectangular bas Weir, Mukesh Mohan, San wal and Prabhata K. —. — Pa . MasoudS$ . Ali, IR Jan. ey 94, p2i2-217. Mukesh Mohan, — a and Supercritical Flow in Circular-Shaped Side Weir, MasoudS . Ali, IR Jan. eb. 54,p 212-217. Willi H. Hager, IR Jan./Feb. 94, p1-12. Flow resistance Flow characteristics 7 Capacity thro Wide and anaes Discharge +o of Ri lar Side Weirs, Channels, MW Abdelsalam, R. Si anivannan and T. Satyanaraya- A. Khalifa and M. F. Bakry, IK na, IR Ri/Ame 94, p814-819. Sy Oc. 52 p724-732. 1152 SUBJECT INDEX Flumes Correction for Settlement in Subme Parshall Flumes, S. Abt, A. Genovez and . Florentin, 30259 IR May/June 94, p676-682. T ransiet Can uifer, Design of Open-Channel-Contraction Transi- tions, Prabhata K. Swamee and Bharat C. eee +; VIKR . scivactana,C IhRu an M Basak, IR May/June 94, p660-668. p97-109. Flow-Measurement ng of Com; id Ground-water flow Cross Section for Rivers, Mustafa Gopis and Flow into Well by Finite Elements, Dogan Altinbilek, IR Jan/Feb. 94, p110-127 K. Si and Shambhu P. Dasgupta, Measuring Water in Lig= e se Canals, Zohrab IR May/June 94, p520-533. Samani and Henry Magallanez, IR Jan./Feb. Modeling 3D Ground-Water Flow by Modified 93, p181-186. Finite- it Method, Fang Xin Yu and Vi- Recalibration of Parshall Flumes at Low Dis- jay P. Singh, IR Sept./Oct. 94, p892-909. charges, Steven J. Wright, Blake P. Tullis and M ont iw toS ees 3. Tamara M. Long, IR Mar./Apr. 94, p348-362. Mobil and1c : GuigensI R Sept./Oct. 94, Results of Parshall Flume Test, Fred W. Blais- dell, IR Mar./Apr. 94, p278-291. eee Bee ee Forestry rosity, RajendraK . GupAshtim aK. ,Bhat ta- Agroforestry Drainage Management Mode: Bs and Pitam Chandra, IR July/Aug. 94, Theory and Validation, F. Karajeh, p703-715. bh and I. P. King, IR Mar. /Apr. 94, Ti63. Ground-water quality Bromide T aea id Ponded Free surfaces irvigatic= Durnford and J. Seepage from Canal to Asymmetric Drainages, R'Nov/Doe 9, p1086-1097. Abate T. Wolde-Kirkos and A. S. Chawla, IR Minimum-Impact Modeling of N t-Source Sept./Oct. 94, p949-956. ———, Pollution, K. N R. Noss, IR Jan./Feb. 94, p149. Froude number 167 Discharge Coefficient of Rectan Side Weirs, R. Singh, D. Manivannaann : T. Satyanaraya- Ground-water recharge na, IR July/Aug. 94, p814-819. Transient Radius of payer ~~ oe Shu Tung Chu, IR Sept./Oct.94 , p964-96 Functional analysis Ste fe Response of rT 7 Reach, J. Head, fluid mechanics I. Dooge, M. Perumal and Q. J. Wang, IR Unsteady ern gta Beye ty ig ba Mar./Apr. 93, p410-415. —_— Rajendra K. Gupta, AshimK . Bhatta- mons Pitam Chandra, IR July/Aug. 94, Furrow irrigation Soi] Water Model for Eateating b© egW ale Ww Flexibility, — ie Lamacq Head loss Wallender, IR July/Aug. 044| SCTT4 Analysis oe Desi Sprinkler Irrigation La- terals, Hc lmiM eH athoot, H lusseinM . Abo- Green-Ampt model Raced aandn Fawzi S. Approximate Form of Green-Ampt Infiltration or IR May/June 94, p534-549. Equation, Jeffry J. Stone, Richard H. Hawkins Designo f Open-Channel-Contraction Transi- — Edward D. Shirley, IR Jan./Feb. 94, p128- tions, Prabhata K. Swamee and Bharat C. Basak, IR May/9J4,u p6n60-e668 . Green-s y Analysis of Wetting Patterns for Hydraulics of Center-Pivot Edmar J. Surface _ Shu-Tung Chu, IR Mar./Apr. and RicharGd. Allen, May/June 94, p414-421 aioe5 67. Ground water Agroforestry Drainage Management Model: I: M eavy Metal (Cadmium)U Theory and Validation, F. F. Karajeh, K. K. Medigg HeRoo t S$ Sandh ead Lg and I. P. King, IR Mar./Apr. 94, p363- Shashi Mathur, IR JanI Feb. 94, 96. Agroforestry Drainage M ment Model: II: Herbicides Field Water Flow, F. F. arajeh and K. K. Herbicide Leaching in a Coastal Plain Soil, W. F. Tanji, IR Mar./Apr. 94, p382-396. Ritter, R. W. and A. E. M. Chirn- Drain-Spacing Calculation Considering Influence side, IR May/June 94, 34-649. of Evaporation, Wang Wenyan, — Bing and Hydraulic conductivity Li Zhilu, IR May/June 94, 563-57 U: Cavity Well to DeterAqmuifiern Theic k- Drawdowns for Leaky- = Flow mt Storage anae ssa ndC onstants, MWo hammad Saleem, IR in Finite-Width Sink, Louis H. Motz, IR July/ May/June 94,p 504-519. Aug. 94, p820-827. Herbicide Leaching in a Coastal Plain Soil, W. F. Hydraulic jump Ritter, R. W. Scarborough and A. E. M. Chirn- gee Sew noC ute oe we, side, IR May/June 94, p634-649. illiH .H ager, IR Jan./Feb. 94, p1-12. HYDRAULIC STRUCTURES Hydraulic structures Hyetographs Broad-Crested Weir, Willi H. Hager and Markus Constant Time Interval Hortonian Infiltration Schwalt, IR Jan./Feb. 94, p13-26. Model, Jin Lee and Katumi Musiake, IR Mar./ Apr. 94, p250-265. Hydraulics Broad-Crested Weir, Willi H. Hager and Markus Infiltration Schwalt, IR Jan./Feb. 94, p13-26. Approximate Form of Green-Ampt Infiltration Computation Method for Ri ting Unsteady uation, Jeffry J. Stone, RichardH . Hawkins Flow in Channels, Fubo Liu, Jan F = Edward D. Shirley, IR Jan/Feb. 94, p128- ons Jean Berlamont, IR Sept./Oct. 92, p674- 13 eiuee Time Interval Hortonian Infiltration Drawdowns for Leaky-Aqu: ifer Flow with Storage Model, Jin Lee and Katumi Musiake, IR Mar./ in Finite-Width Sink, uis H. Motz, IR July/ Apr. 94, p250-265. Aug. 94, p820-827. Correct Form of Hall Technique for Border Irri- General Formulation of Best Hydraulic Channel = Advance, A. Al-Azba and T. Strelkoff, Section, Parviz Monadjemi, IR Jan./Feb. 94, R Mar./Apr. 94, p292-307. p27-35. Effects of Air Compression _ Counterflow on Hydraulic Conditions Required to Move Unan- ee into Soils, M. E. Grismer, M. N. chored Residue Materials, J. E. Gilley, E. R. V. Clausnitzer and K. Kinney, IR July/ eo and G. A. Wieman, IR May/June 94, = 4, p775-795. p ai Advance-Rate Solution for Stochastic f Hydraulics of Center-Pivot Laterals, Edmar J. filtration Properties, D. Renault and W. a ti J Richard G. Allen, IR May/June Wallender, IR May/June 94, p617-633. P Horton Infiltration Equation Revisited, A. Measuring Water in Tra: zoidal Canals, Zohrab Osman Akan, IR Sept./Oct. 92, p828-830. Samani and Henry agallanez, IR Jan./Feb. Infiltration-Advance Equation for Finite Linear 93, p181-186. Source, William O. mussen, IR July/Aug. Non-steady-Flow Type Curves for me halts 94, p796-812. with Constant wdown, Halil der,I Simple Method for Identification of Border Infil- July/Aug. 94, p732-741. tration and Roughness Characteristics, John D. Supercritical Flow in Circular-Shaped Side Weir, Valiantzas, IR Mar./Apr. 94, p233-249. illiH .H ager, IR Jan./Feb. 94, p1-12. Transmission Losses from Ephemeral Stream in Transient Radius of Influence Model, Shu Tung Arid Region, Mohamed J. Abdulrazzak and Ali Chu, IR Sept./Oct. 94, p964-969. U. Sorman, IR May/June 94, p669-675. Width and Depth-Constrained Best Trapezoidal Inflow owe, David C. Froehlich, IR July/Aug. 94, a ey oo Response of TL on Reach, J. p M. Perumal and Q. J. Wang, IR Hydrodynamics Mar./Apr. 93, p410-415. Two-Dimensional Simulation of Basin Irrigation. Inlets, waterways I: Theory, E. Playan, W. R. Walker and G. P Sediment and Debris Removal Inlet Structure for Merkley, IR Sept./Oct. 94, p837-856. Pipelines, Gilbert Horrocks, Two-Dimensional Simulation of Basin Irrigation. vOOn IGa nd Pam McMullin, IR May/June 94, IyI: m E. Playan, W. R. Walker and erkley, IR Sept./Oct. 94, p857-870. Interagency cooperation Hydrologic data Holistic Approach to Irrigation Management in Nonlinear a, Applied to ——- ic yt |C ountries, Phillip Z. Kirpich, IR Data, Alexan Demeettr acopoul mame Mar./Apr. 93, p323-333. May/June 94, 9652-659. Irrigation Hydrologic models Alfalfa ——— ~— t, J. C. Guitjens, Precision of amepegeanaplention Estimates U— IR Nov 93, pl 2 109k Neutron Probe, Osmar A.C arrijo and Ric H. Cuenca, IR Nov./Dec. ‘92, p943-953. Command Area Water Demands. II: Water- Demand Function, Seigo Yamashita and Wynn Hydrology R. Walker, IR Nov./Dec. 94, p1043-1055. Hydraulic Conditions Required to Move rad Defining and Using Reference Evapotranspira- chored Residue Materials. J. E. Gill tion, ge H. Hargreaves, IR Nov./Dec. 94, Kottwitz and G. A. Wieman, IR May/. +4 94, p1132-113 p591-606. Design of icultural Drainage with Adaptive Transmission Losses from oo Stream in I tion Management, Luis A. Garcia, Arid Region, Mohamed J. Abdulrazzak and Ali neth M. Strzepek and Terence H. Fone tk U. Sorman, IR May/June 94, p669-675. Jan/Feb. 94, p179-194. Water Balance of Blue Nile River Basin in Ethio- Effect of Saline Irrigation Water on Tree Growth, pis, A. Johnson and P. Douglas Curtis, Ghulam Hussain and Otto J. Helweg, IR R May/June 94, p573-590. Sept./Oct. 94, p970-978. 1154 SUBJECT INDEX LYSIMETERS Flow Capacity through Wide and Submerged pon enn A Vegetal Channels, M. W. Abdelsalam, A. F. ent Model: II: Khattab, A. A. Khalifa and M. F. Bakry, IR SrW ater Flow F. anKd. K . Sept./Oct. 92, p724-732. Tanji, IR Mar./Apr. Oa,p 382-3 Holistic Approach to esP,h ilM anagement in ety |o k hillip Z. Kirpich, IR Iteration Mar./Apr. 93, p323-33 Simple Method for Identification of Border Infil- Infiltration-Advance uation for Finite Linear tration and ap yy Characteristics, John D. Source, William O. mussen, IR July/Aug. Valiantzas, IR /Apr. 94, p233-249. 94, p796-812. tests ~_o Model of Flow Past Weir, Amruthur Correction for agg: in Subm Parshall VeRna mIaRm Nuorvt.h D ecN e2, - pD9ie8p8 -99V4o, and German FIlRu moens,t Sb.Ae 4 ,o1 66a82 and . Flerentin, Optimization hogs of— | and PoS ys- tems, Francesco Pompeo Measuring Water in Tra) jidalC anals, Zohrab Mecarelli, IR Nowiem 94,o ne4 503 Samani and H IR Jan./Feb. 93, p181-186. Irrigation efficiency Canal-Control Needs: Example, A. J. Clemmens, Lagrenge’s equations G. Sloan and J. Schuurmans, IR Nov./Dec. 94, General Formulation of Best Mpseatie Channel p1067-1085. Section, Parviz Monadjemi, IR Jan./Feb. 94, p27-35. Method « Estimatin;g n mmo in Spanish Irri- gation Systems, olfgang Krinner, " Land usage Garcia and Federico Estrada, IR Sept./Oct. Minimum-Impact Modeling of Nonpoint-Source p979-986. Groun Pollution, N. Methods and Economics of Drainage Reduction Samani andR .. Noss, IR Jan./Feb. 94, p149- Through Improved Irrigation, Blaine R. Han- 167. son and Allan E. Fulton, IR Mar/Apr. 94, p308-321. Laterals Irrigation practices Analysis and Design of Sprinkler Irrigation La- terals, Helmi lwo Hussein M. Abo- Bromide Transport under Sprinkler and Ponded Ghobar, Ahmed I. Al-Amoud and Fawzi S. Irrigation, M. Hamdi, D. Durnford and J. Mohammad, IR May/June 94, p534-549. Loftis, IR Nov./Dec. 94, p1086-1097. Hydraulics of Center-Pivot Laterals, Edmar J. Methods and Economics of Drainage Reduction Sores Ser RichardG . Allen, IR May/June Through Improved Irrigation, Blaine R. Han- 93, p 567. son and Allan E. Fulton, IR Mar./Apr. 94, p308-321. Leaching Denon afsc heduling Herbicide Leaching in a Coastal Plain icultural Drainage with Ada _ Ritter, . Scarbo; anAd. E.M . Chirn- wt anagement, Luis A. Garcia, side, IR May/June 94, 34-649. neth M. Strzepek and Terence H. Podmore, IR Jan./Feb. 94, p179-194. Drawdowns for Leaky- Irrigation Timing for Wheat Based on Climate, in Finite-Width ouisMH o.t z, IJRuy / Crop, and Soil Data, R. P. Tripathi, IR May/ Aug. 94, p820-827 June 92, p370-381. Least squares method Irrigation systems Results of Parshall Flume Test, FredW . Blais- Automated Field Irrigation _—— Using Side dell, IR Mar./Apr. 94, p278.251. Weirs, R. Si and T. Satyanarayana, IR Jan./Feb. 94, p48-59. Linear programming Canal-Control Needs: Example, A. J. Clemmens, Minimum-Impact Modeling of N 4 G. Sloan and J. Schuurmans, IR Nov./Dec. 94. Groundwater Poll lution, K. p1067-1085. Samani and R.N oss, IKJ an/Feb. 94, 149. Command Area Water Demands. I: Validation and Calibration of UCA Model, Yamashita and Wynn R. Walker, IR Nov./Dec. Linear systems 94, p1025-1042. Seep tension Resvgane iM uskingum Reach, J. Downstream Control Algorithm for Irrigation M. Perumanadl Q . J. Wang, IR Canals, Fubo Liu, Jan Feyen and Jean Ber- Mar./AAppr.e 83, p410-415. lamont, IR May/June 94, 8-483. Linearity Method for Bathmating Besoteney i¢ n Spanish Irri- Practical Constant-Accuracy Linear Weir, K. See Systems, gang Krinner, Keshava Murthy and M. N. Shesha Prakash, fa and Federico Estrada, IR Sept./Oct. IR May/June 94.p 550-562. p979-986. Methods and Economics of Drainage Reduction Lysimeters Through Improved Irrigation, Blaine R. Han- Evapotranspiration by Young Florida Flatwoods son and E. Fulton, IR Mar/Apr. 94, a + aes Brian J. Boman, IR Jan./Feb. 94, p308-321. 1155 LYSIMETERS oe of Evapotranspiration Using Lysim- Models eter and Micro Bowen-Ratio Systems, Hossein Bed-Level Variation in Channel Expansions with orab, W. O. Pruitt and K.T . Paw U, IR Movable Beds, P. K. Mohapatra and S. Murty RMear.t t 94, p450-464. Bhallamudi, IR Nov./Dec. 94, p1114-1121. es ison of Models for Subsurface he ora Drainage Management Model: 3 4x Sloping Lands, E. Lorre, B. ield Water Flow, F. F. jeh and K. andR Skaggs, IR Mar. /Apr. 94, 266-277. Tanji, IR Mar./Apr. 94, p382-396. Constant pone Interval Hortonian Infiltration Holistic Approach to Irrigation Management in Model, Jin Lee and Katumi Musiake, IR Mar./ — Countries, Phillip Z. Kirpich, IR Apr. 94, p250-265. Mar./Apr. 93, p323-333. Momentum Model of Flow Past Weir, Amruthur S. Ramamurthy, ee —~ 4V o and German Management planning Vera, IR Nov. 2, p988-994. Holistic Approach to I tion Management in Non-Point-Source Pollution from Interrill Flow ag cam Countries, ‘Pullip Z. Kirpich, IR , A. Parr, S. Limback, B. McEnroe and S. Mar./Apr. 93, p323-333. Zou, IR Nov./Dec. 94, p1056-1066. Mass transport Soil Water Model for Evaluating Water | Non-Point-Source Pollution from Interrill Flow Flexibility, “— Lamacq and Wesley . A. Parr, S. Limback, B. McEnroe and S. Wallender, IR July/Aug. 94, p756-774. Zou, IR Nov./Dec. 94, p1056-1066. Momentum transfer Mathematical models <4 Model of Flow Past Weir, Amruthur Mathematical Modeling of Saturated- Seat ee rien So nek. Vo and German Unsaturated Flow to Drains, Saleem Ahmad, Vera, IR Nov 2, p988-994. Deepak Kashyap and B. S. Mathur, IR Jan./ Motion Feb. 93, p18-33. Hydraulic Conditions gy » Move Unan- Optimization conn ag od— I—rri — Sys- chored Residue Materials, J. E. Gill be tems, Francesco Pompeo Kottwitz and G. A. Wieman, IR May/. une 94, Mecarelli, TR ~M as 94Do 84.5 03, p591-606. Mathematics Multiple regressions Horton Infiltration Equation Revisited, A. Discharge Coefficient of Recta: Side Weirs, Osman Akan, IR Sept./Oct. 92, p828-830. R. Singh, D. Manivannan an T. Satyanaraya- Using Cavity Well to Determine Aquifer Thick- na, IR July/Aug. 94, p814-819. ness and Constants, Mohammad Saleem, IR Nile River May/June 94, p504-519. Water Balance of Blue Nile River Basin in Ethio- Measurement pis, P A. Johnson and P. Douglas Curtis, Measuring Water in Tra zoidal Canals, Zohrab R May/June 94, p573-590. Samani and Hen: agallanez, IR Jan./Feb. Nonlinear analysis 93, p181-186. Nonlinear a aes Applied to m1 Model accuracy Data, Alexander metracopoulos, Evaluation of Runoff and Erosion Models, Tien May/June 94, 552-659 H. Wu, James A. Hall and James V. Bonta, IR Nonpoint pollution Mar./Apr. 93, p364-382. Minimum-Impact Modeling of Non a Model verification Groundwater Pollution, K. ield, Command Area Water Demands. I: Validation oa and R. Noss, IR Jan./Feb. 94, pl A and Calibration of UCA Model, Seigo Yamashita and Wynn R. Walker, IR Nov./Dec. ay ee ey Pollution from Interrill Flow 94, p1025-1042. A.P arr, S. Limback, B. McEnroe and S. Command Area Water Demands. II: Water- Zou, IR Nov./Dec. 94, p1056-1066. Demand Function, Seigo Yamashita and Wynn a —— ues for Assessi Water- R. Walker, IR Nov./Dec. 94, p1043-1055. of BMPs, John F. alker, IR Evaluation of Runoff and Erosion Models, Tien ioe ve7 334-347, H. Wu, James A. Hall and James V. Bonta, IR Numerical analysis Mar./Apr. 93, p364-382. om D Ground-Water Flow by Modified Modeling 3D Ground-Water Flow by Modified Finite-Element Method, Fang Xin Yu and Vi- Finite-Element Method, Fang Xin Yu and Vi- jayP . Singh, IR Sept. /Oct. 94, p892-909. jay P. Singh, IR Sept./Oct. 94, p892-909. Numerical models Modeling forestry Drainage —~ ent Model: Modeling Heavy Metal (Cadmium) Uptake by ory and Validation, F. F. Karajeh, K. K Soil- it Root System, Sandhya ny Le and I. P. King, IR Mar./Apr. 94, p363- Shashi Mathur, IR Jan./Feb. 94, p89-96. — Regional Flow and Flow to — G Agroforestry Deleae - ent Model: II: and J. C. Guitjens, IR Sept./Oct. 94, Field Water Flow, jeh and K. K. m925.939. = Tanji, IR Mar. /Apr. 54,3 823 6.

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