Journal of Hydraulic Engineering 2009: Vol 135 Index & Table of Contents

2009·9.4 MB·English

2009 ANNUAL INDEX
Civil Engineering Database Subject Heading Index
Civil Engineering Database (CEDB) B i { B.S ing and vestigation on the Dimensions and Shape of a
I Submerged Vane for Sediment Management in
The , it , wnstar x and \lluvial Channels — Huei-Tau Ouyang13;5 (3
209-17 (2009
» Bed Form Using
B. D
852-6 (2009
Bends, hydraulic
Reduction of Bend Scour by an Outer Bank Foot
Flow Field and Turbulence M. Roca, K
Blanckaert, and J. P. Martin-Vide: 135 (5), 361-8
2009
Abutments t st IX and Best Management Practice
St the Bott face 1 tant-Head 1 te-Diameter Wel ssessment of Hydrodynamic Separators for
Matthew A. Wilsor
n S. Gulliver, Raymond M
’ k eh WO } ral and einz G. Stefar 35 (5). 383-92
O09
Attenuation
Flow 1 Turbule nd a Lal c N 1 Routing Bifurcations
Australia
Boulders
Basins Ener Dissipation on Block Rar
| | 2 R ' ine , red Boulders ulfequar Ahma
Aeration : Vai tl Ss vid M. Petappa
5) 6 (2009
Boundary layers
Modeling of a Rough-Wall Oscillatory Boundary
Layer Using Two Equation Turbulence Model
Abdul-Razzaq Ghumn and
35 (1). 60-5 (2009
Boundary shear
\frica Bed loads Turbulent Stresses and Secondary Currents in a
ess is Tr hove il-Forced Channel with Significant Curva
onarv Deposit in Enclosed Conduit ture and Asymmetric Bed Forms Derek A
Matouxek: 135 (12 ) , Fong, Stephen G. Monismith, Mark T. Stacey
d Jon R. Burau; 135 (3), 198-208 (2009)
Bed materials
Boussinesq equation
Density Effect on Round Turbulent Hypersaline
I t Raouf E. Baddour and Hua Zhang
$7.9 9
Bridge abutments
Constriction tfect in Clear-Water Scour at
Abutments rar co Ballio, Anna Teruzzi
ind Alessic lice 35 (2). 140-5 (2009
197-100 cones Protecting Vertical-Wall Abutments with Ripray
, x .: , ; Mattresses Antonio H. Cardoso and Cristina
CA YR ae paste M. S. Fael: 135 (6). 457-65 (2009)
Bridge failure
Hyd
(9
Analytical techniques
Analytical Solutions for Open-Channel Tempe g. Stephe onismit al ey Bridges
Response to Unsteady hermé ISCI 1 Jon ura 35 5 2 ‘ontrol our at Bridge Piers by a Downstrean
JOURNAL OF HYDRAULIC ENGINEERING © ASCE / DECEMBER 2009 / 1123
Computer models
China
( ompute r programming
AVAi B
Contraction
H
Bridges, piers
Bubbles
. Coupling
H
Critical flow
Coastal environment
Canals
Cross sections
(
Coefficients
Case studies
.
Cavitation
(
Channel bends
i)
Dams
Cohesionless soils Dh
Channel flow
Computation
Channel morphology
Computational fluid dynamics technique
( ~
Channels
Jownstream from t
nd Its Impacts on Flo
1a Sun, Yun Liu
TD 35 (9 Drag Vincenzo Pampalone; 135 527-31 (2009
Energy consumption
Resistance Characteristics of Surface Aerators
Derek A Achanta Ramakrishna Rao and Bimlesh Kumar
Mark T. Stacey, 135 (1 38-44 (2009)
98-208 (2009)
Energy losses
Bank Velocity
Skimming Flow in the Nonaerated Region of
Jason W. Kean
Stepped Spillways over Embankment Dams
Carlos V Inés Meireles and Jorge Matos; 135 (8) 685-9
Desalination (2009
Density Effe Hydraulic Jumps in an Inclined Rectangular Chute
Contraction Chyan-Deng Jan and Chia-Jung
Chang: 135 (11), 949-58 (2009)
Entrainment
Bayesian | pdating of Parameters for i Sediment
il Vortex Intake for Urban
Entrainment Model via Markov Chain Monte
eyoung Yu and Joseph H. W
Carlo Fu-Chun Wu and C. C. Chen 135 (1
74 (2009
22-37 (2009)
Measurement of Behavioral Properties of En
il Vortex Intake for Urban
trained Ambient Water in a Stratified Bubble
ind Joseph H. W
Plume Dong-Guan Seol, Duncan B. Bryant
and Scott A. Socolofsky: 135 (11). 983-8 (2009)
» Flash Floods
Equilibrium
) 75M ari(o2n00,9 ) and On the Quantification of the Bed Development
Time of Alluvial Meandering Streams An
Binns and Ana Maria Ferreira da Silva
nt Wake Flow 350-60 2009)
hnique
and Ger Erosion
Constriction Effects in Clear-Water Scour
Abutments Francesco Ballio, Anna Teruz
Dynamic pressure
f p and Alessio Radice; 135 (2), 140-5 (2009)
( Riprap Stability Transverse ind Longitudinal vet
us Continuous Protections Gustavo Adolfo
M. de Almeida and Juan P. Martin-Vide: 135 (6
14 56 (2009
Scouring at Bed Sills as a Response to Flash Floods
Step-Pool Matteo Tregnaghi Andrea Marion, and
Stephen Coleman 135 (6), 466 75 (2009)
Charies Steven
Dimensional analysis and Guo-an Yu; 135 3D Numerical Simulation for Water Flows and
Ut tt ua ncation Sediment Deposition in Dam Areas of the Three
Alluvial Meandering Stream ( sOrges Project Yong-jun Lu and Zhao-yin
v D. Binns and Ana Maria Ferreira da Si ed Eddy Simulation Investigation of Turbu Wang; 135 (9) 755-69 (2009)
5 (5 350-60 (2009) ce at a Circular Pier with Scour Hole G Integrated Two-Dimensional Surface and Three
essment of Hydrodynamic Separators G. Constantinescu, and R. Ettema 35 Dimensional Subsurface Contaminant Transport
Storm-Water Trea tment Matthew A. Wilsor RRS-9O] (2009) Model Considering Soil Erosion and Sorption
OHomzialds ki,M ohseannid, HeJiohnnz G S.. SGtuelfalni;v er,1 35R a(y5m),o n3d83 M ETdudrbyu lesnitm ulSatrteisosne s at the Bottom Surface near an Z11h2365i gu(o12() 1,9 He, 10W2e8i-m40i ng( 20W0u9,) and Sam S. Y. Wan
M09 Abutment Laboratory-Scale Numerical Errors
Generalized Flow Rating Equations at Prototype Experiment Anna Teruzzi, Francesco Ballio, Investigation of Two Elemental Error Sources in
Gated Spillways Matahel Ansar and Zhiming ind Vincenzo Armenio; 135 (2 106-17 (2009) Boat-Mounted Acoustic Doppler Current Pro
Chen: 135 (7 602-8 (2009) Efficiency filer Measurements by Large Eddy Simulations
Discharge measurement Investigation on the Dimensions and Shape of a lr. Tokyay, G. Constantinescu, and Juan A
on of Contraction Coefficient under Sluice Submerged Vane for Sediment Management in Gonzalez-Castro 135 (11). 875-87 (2009)
and Application to Dischars Alluvial Channels Huei-Tau Ouyang; 135 (3). Estimation
irement Gilles Belaud, Ludovic Cas 209-17 (2009) Real-Time Demand Estimation and Confidence
and Jean-Pierre Baume; 135 (12), 1086-9 Embankment Limit Analysis for Water Distribution Systems
2009 Skimming Flow Nonaerated Region of Doosun Kang and Kevin Lansey; 135 (10)
Discrete element method Stepped Spillways « Embankment Dams 37 (2009)
Modeling Floating Objects at River Structures Inés Meireles < Matos 135 (8 685-9 Estuaries
hard L. Stockstill, Steven F. Daly, and Mark 2009 Formation and Evolution of the Jiuduansha Shoa
\. Hopkins; 135 403-14 (2009 Energy over the Past 50 Years — Xiaoping Xie, Zhaoyin
Dispersion Energy Dissipation on Block Ramps with Stag Wang and CharlesS . Melching; 135 (9), 7 741-54
Depth-Dependent Dispersion Coefficient for Mod gered Boulders Zultequar Ahmad, Nadimetla (2009)
eling of Vertical Solute Exchange in a Lake Be M. Petappa, and Bernhard Westrich; 135 (6) Evolution, development
under Surface Waves Qin Qian, Jeffrey J 522-6 2009) On the Quantification of the Bed Development
Clark, Vaughan R. Voller, and Heinz G. Stefan New Solution of Classical Hydraulic Jump Time of Alluvial Meandering Streams An
135 (3). 187-9 7 (2009) Francesco Giuseppe Carollo, Vito Ferro, and drew D. Binns and Ana Maria Ferreira da Silva
JOURNAL OF HYDRAULIC ENGINEERING © ASCE / DECEMBER 2009 / 1125
ss ‘ Yo al
2009
Flow control
Mic
gramming
Simpson
89 (2009
Flow
Comt
Flash floods
> B
M
Stept (
Floating structures ' nT sell n 2009
Geographic information systems
— '
Flow rate Estimat wy t Source P
Hi Yangtze R
Flood plains
OOY9
Geometry
Flood routing
R
t loods
- 5 : Flumes
2009
Geomorphology
Flushing
1)9
Kofi bagale
Free flow ikxee ucni} sD5
( 2009
Gravity waves
Three-Dimensional Unsteady RANS Mod
Di scontinuous Gravity Currents in Rectangular
Domair Joongcheol Paik, Afshin Eghbalza
leh, and tis Sotiropoulos; | 6). 505-2
(2009
Groundwater management
Analytical Solutions for Constant-Fl
Constant-Head Tests at a Finite-Diameter
Florida Friction in a Wedge-Shaped Aquifer
G ralized | Equat at Prototyy Local Balance Unstead Friction Model Hund-Der Yeh, and Shaw-Yang Yang
Ga Giuseppe Pezzinga; 135 (1), 45-56 (2009 3. 33-7 (2009
( os ;
Friction resistance Heat transfer
Flov Turbulent Stresses and Secondary j Currents in < 3D Numerica Simulation of Turbulent Buoyant
dal-Forced Channel with Significant Curva Flow and Heat Transport in a Curved Open
JOURNAL OF HYDRAULIC ENGINEERING © ASCE / DECEMBER 2009
( Xiaobo Chao, YafeI i Jia. and S Characteristics Joshua B Klenzendorf and
War 35 2009 oupled (Sewer Randall J Charbeneau 135 (2), 88-95 (2009)
Heterogeneity for Urban Flood Robust Fractional-Order Pl Controller Imple
indro Albert S. Chen mented on a Laboratory Hydraulic Canal \
bodan Djordjevic ind DraganI A. Savic 135 Feliu-Batlle, |4> Rivas-Perez, | Sanchez
195-504 2009 Rodriguez and M A. Ruiz-Torija: 135 (4)
, 7971.09 (4
Hydrda ulic Modeling of Runoff Pro 1-82 (2009)
(09 Ghar Liar Inland Valleys Koichi Case Study: Equivalent Widths of the Middle Rio
Highways and roads Gordana Kranjac Grande, New Mexico Claudia Leon, Pierre Y
Abag: Shigeya Julien and Drew C Baird; 135 (4), 306-15
39 (2009)
Use of the Lorenz Curve to Quantify Statistical
Nonuniformity tf Sediment Transport Rate
A] »SsiO Radice 135 (4) 320-6 (2009)
Numeric al Study of Flow Affected by Bendway
Weirs in Victoria Bendway, the Mississippi
Dynamicso f River and River 7 S. Scott, Y. Xu, and S. S. Y
Bishnu H. Devkota and Joérs Wang ]I 35 (11), 902-16 (2009)
82 (2009)
Hydraulic jets Design of Street Sump Inlet James C. Y Guo,
I Plung on Physical Mod Ken A. MacKenzie, and Amanullah Mommandi
g Oh Lee and 135 (1 1000-4 (2009)
2009)
Hydrodynamic pressure
ear Nonhy Developing Flow Region and Pressure Fluctuations
Open on Steeply Sloping Stepped Spillways
and Jorg Antonio Amador Marti Sanchez-Juny, anc
Josep Dolz: 35 (12), 1092-100 (2009)
Hydrodynamics
» Wang, Ri Turbulent Stresses and Secondary Currents in a
intola, and Andrea Tidal-Forced (¢ hanne | with Significant Curva
2009
ture and Asymmetric Bed Forms Derek A
I gulating De f ong, Stephen G Monismith, Mark T Stacey
g Con and Jon R Burau 135 (3), 198-208 (2009)
imming Jochen W ( ise Study Three-Dimensional Hydrodynamic
2009) Simpson and Stephan Model of a Power Plant Thermal Discharge
Hyc jraulic jun ip 2009) Scott A Lowe, Fred Schuepfer, and Dennis J
H y f Tar gentia Vortex | } Hydraulic networks Dunning: 135 (4), 247-56 (2009)
eyoung Yu and Joseph H W I ital T and Y Shapes of Tree Networks of WAF Method and Splitting Procedure for Simulat
74 (2009 Du ts with Various Cre ss Sectional Shapes ing Hydro and Thermal-Peaking Waves in
al Hydraulic Jumy Wechsatol Li ejan, and J. ¢ Open-Channel Flows Annunziato Siviglia
Giuseppe Carollo, Vito Ferri ez 35 2 139.9 (2009 and Eleuterio F. Toro; 135 (8), 651-62 (2009)
70 Pampalone 35 (6) «9 Hydraulic roughness Hydrographs
-d Spillway with H Hydraulic Jumps API Test i Method to Calculate Near-Bank Velocity Volume-Conservative Nonlinear Flood Routing
oT 1 Numerical Mode | a Scale Mod jJ Boundary Shear Stress Jason W. Kean Roland K. Price; 135 (10), 838-45 (2009)
Prototype RitaF . ¢ arvall NO A. Kuhnle, J Dungan Smit! 1. Ice
2009 Alo nn s amnad Eddy Local Scour Caused vy Submergec 1 Square Jets
Step St S&& OU 2009 under Model Ice Cover Jueyi Sui, M. A. A
uSsCeTp pe Oliveto and \ Hydraulic structures Faruque, and Ram Balachandar 135 (4). 316-9
nuniello: 135 (10). 846-51 (2009 Effe cts of Vanes ind W-Weir on Sediment Trans (2009)
Jumps in an Inclined Rectangular Chut in Meandering Channe ] Faruk Bhuiyan, Infiltration
tracuion Chyan-Deng Jan and Chia-J a>o i' hard D. Hey, and Peter FN > Wormileaton 1325c Integrated Two-Dimensional Surface and Three
20
35 (11 . 949-58 2009 » +9 (2009 Dimensional Subsurface Contaminant Transport
Hydraulic models of Plunge Poo Geometry o1 1 High Model Considering Soil Erosion and Sorption
ident Dispersion Coefficient for M t Impact Press ures and Pressure higuo He, Weiming Wu, and Sam S. Y. Wang
of Vertical Solute Exchange in a Lake |2 > ee inside Fissure d Rock Media 35 ( 12) 1028-40 (2009)
Surface Wav Qin Qian Jeffrey A.N fanso, Erik F.R Bollaert, and Anton torm-Watet Infiltration and Focused Recharge
k. Vau ghan R. Voller and Heinz G Steta 9? (2009) Modeling with Finite- Volume Two-Dimensional
1d y 2009) ation of Contr Coefficient under Sluice Richards Equation: Application to an Experi
*d Flow ove r Weir and under Gate Gate and Application to Discharge mental Rain Garden Jazmin E. Aravena and
Samani anc 1 Mehdi Mazaheri Mea suremen Belaud Ludovic ( ads Alejandro Dussaillant | 35 (12) 107 3-80
2009 an Baume 135 (1 2). 1086-91 (2009)
: " ae a : 01 YQ
| Oscillations in Pipe Filling Bore Pr Inlets, waterways
ons by Shock-Capturing Models Jose Hydré aulics Flow Field in a Rectangular Basin with a Line Inlet
Vasconce slos, Steven J. Wright, and Phi oa ( Study Intermediate Field Mixing for 1 Bank and a Circular Outlet Yaser Shammaa, David
Roe: 135 (4) 296-305 (2009 Dis charge in a Natural RRiivv er Karen Dow, Z. Zhu and Nallamuthu Rajaratnam; 135 (10)
Physical Modeling of Sheet Flow on Rough Imp Dp M. Stefflet and David Z. Zhu 135 | (1). 857 64 (2009)
vious Surfaces — Randall J. Charbeneau ie) 2009 Intake stuctures
Je ong and Michael E. Barrett: 135 (6) Bridge Rail Rating Curves and Submergence Critical Submergence for Multiple Pipe Intakes
JOURNAL OF HYDRAULIC ENGINEERING © ASCE / DECEMBER 2009 / 1127
Integral equations
K t D Laminar flow
\
Meandering streams
Integrated systems Leakage° ( )
Least squares method
Measurement
Limit analysis
Jets, fluid
Louisiana
Lysimeters
Kinematic wave theory
Mesh generation
Kinetics
Markov chains
Laboratories
Mass transfer
Laboratory tests
SS
Mass transport Mixing
(
Mathematical models
Lagrangian functions I O
Model tests
—>} r ‘ ;|
HYDRAULIC ENGINEERID
Morphology yn, Pierre Y Modeling the Evolution of Incised Streams. II]
‘ Ml j rt tion of | trea I ind A rd: 13 4 306-15 Model Application Eddy J. Langendoen
pplic 7 idy Lang ) Robert R. Wells, Robert | Th. nas, Andrew
ity Current Simon, and Ronald L. Bingner; 135 (6), 476-86
Firoozabadi <U09)
5 Solution of Classical Hydraulic Jump
Motion Giuseppe Carollo, Vito Ferro, and
ncenzo Pampaloinl e; 135 (6), 527-31 (2009
l il Simulation of Turbulent Buoyant
ow and Heat Transport in a Curved Open
Channe Xiaobo Chao, Yafei Jia, and Sam §
Mud Y. Wang: 135 (7). 554-63 (2009)
Applica Experimental Observations of Flow
Model of cesses in Large-Amplitude sandering Flume
lho and Donatella Termini; 135 (7 7 (2009)
Maximum Migration Distanceo f Meander Channel
in Sand Using Hyperbolic Function Approach
Po-Hung Yeh, Namgyu Park, Kuang-An Chang
Siviglia nn-Ching Chen, and Jean-Louis Briaud; 135
2009 8). 629-39 (2009
ind Bed WAF Method and Splitting Procedure for Simulat
s ] t Channel ing Hydro- and Thermal-Peaking Waves in
Annunziato Siviglia
2009
New York
Rajarati
Open channels
() ingian Modeling of Weakly Nonlinear
ww Water Waves
Bishnu H. Devkota
Imberge 5 ] 926-34 (2009
: Optimization
cal Nutrient Load
ital Systematic Surge Protection for Worst-Case Trar
ike Como laly ’ .
: PA sient Loadiinn gWaste r Distribution Systems
Nonlinear analysis ger, Jason nte >
Bong Seog Jung and Bryan W. Karney; |
564-74 ‘ 12.9-2 (2009)
O09
Cd imen> sionala flow Oscillations
Velocity Reversal Hy Nuummeerriiccaall Oscillati ions iinn PPiippe -Filliilnlign g EB ore PPrreeddii c
tions by Shock-Capturing Models Jose G
xd Routing pr is in \ Rivers Diego
Vasconcelos, Steven J. Wright, and Philip |
2009 aa 10, Peter Goodwin, John M. Buffington,
a a Roe 35 (4). 296-305 (2009)
ind Steve Daley-Laursen; 135
2009 Oscillatory flow
ross-Sectional Spacir in Preissmann Modeling of a Rough-Wall Oscillatory Boundary
1eme 1D Hydrodynamic Models A. Cas “ve Using Two-Equation Turbulence Models
G. Di Baldassarre, P. D. Bates, and A Ahmad Sana, Abdul-Razzaq Ghumman, and
2). 96-105 (2009 Hitoshi Tanaka; 135 (1). 60-5 (2009
Open channel flow Overland flow
Unifying Criterion for the Velocity Reversal Hy Comparison of |D/1D and 1D/2D Coupled (Sewer
Rivers Diego Surface) Hydraulic Models for Urban Flood
John M. Buffington Simulation Jorge Leandro, Albert S. Chen
ey-Laursen; | 35 Slobodan Djordjevic, and Dragan A. Savic: 135
(2009 6). 495-504 (2009)
RANS Computations Shallow Grid Integrated Two-Dimensional Surface and Three
Ichiro Kimura, Wim S. J. Uijt Dimensional Subsurface Contaminant Transport
Spacit i issmal tewaal. Takashi Hosoda. and Md. Shahiahan Ali: Model Considering Soil Eroasndi Soorpntio n
D Hydrodynamic Model \ ’ 35 (2 11s 2009 Zhiguo He, Weiming Wu, and Sam S. Y. Wang
, 35 (12). 1028-40 (2009)
ir Mixing Length Model for Prediction of :' ‘ .
_
<U09 Secondary Currents n Uniform Channel Flows Parameters
mputations ot Shallow Gi Ismail Avdin: 135 2), 146-53 (2009) Bayesian Updating of Parameters for a Sediment
Ichiro Kimura, Wim S. J. Uijt Analytical Solutions for Open-Channel Tempera Entrainment Model via Markov Chain Monte
ishi Hosoda, and Md. Shahjahan A ture Response to Unsteady Thermal Discharge Carlo Fu-Chun Wu and C. C. Chen; |
31 (2009) ind Boundary Heating H. S. Tang and T. R 22-37 (2009)
1ivalent Widths of the Middle Ric en: 13 } 2 7-32 (2009) Robust Fractional-Order P/ Controller Imple
JOURNAL OF HYDRAULIC ENGINEERING © ASCE /D ECEMBER 2009 / 1129
Pollution Regression analysis
Pools Est
Potential flow
: rt Reservoirs
t T) | _ '
Power plants
~~
MM
Predictions
IX
Pressure pipes
I
Pumps
2009
Restoration
Ef 1 W-Weir on Sedir
Rainfall port in Meandering Channels Faru
Pt il Modeling of Sheet Flow« ug npe Richard D. Hey, and Peter R. Wormle
5 439-4 19 (2009
Revetments
Riprap Stability: Transverse and Long
Suurrffaaccee sus Continuous Protections Gusta\
» onCotntaamminiannt an Trainnss]p M. de Almeida and Juan P. Martin-Vide
447-56 (2009
| Erosion and Sorptior
. . nigu \ n » Wu, and Sam S. Y. Wang Reynolds number
ZU009 Resistance Characteristics of Surface Aer tors
and Focused Recharge Achanta Ramakrishna Rao and Bimlesh Kumar
134 ] 2 14 (9 19)
- Volume Two Dimer sional 5 S-4 2009
Appiication to Local Balance I ct ode
( siusepp 2009
Riprap
Riprap Stability: Transverse and Longitudinal ver
Ramps sus Continuous Protections — Gustavo Adolfo
Enerey sipation on Block M. de Almeida and Juan P. Martin-Vide: 135 (6)
Y 1 Boulder ‘ulfequar Ahmad i 447-56 (2009
M. Petappa, and Bernhard Westrich 5 Protecting Vertical-Wall Abutments with Riprap
5 f
Mattresses Antonio H. Cardoso and Cristina
Ratings M. S. Fael; 135 (6), 457-65 (2009)
ing Equations at Prototype River bank erosion
Matahel Ansar and Zhiming Incipient Motion of Riverbank Sediments with
& (2009) Outflow Seepage Liquan Xie, Hongjun Lei
1130 /J OURNAL OF HYDRAULIC ENGINEERING © ASCE /D ECEMBER 2009
River systems Faruque, and Ram Balachandar; 135 (4), 316-9
Yptimal Cross-Sectional Spacing in Preissmann (2009)
1D Hydrodynamic Models A. Cas Reduction of Bend Scour by an Outer Bank Foot
: m magick ates, and A ing: Flow Field and Turbulence — M. Roca, K
emer Sot We . Blanckaert, and J.P . Martin-Vide; 135 (5), 361-8
Rivers (2009)
mue oom id Mixing for a Bank Countermeasures against Local Scouring at Bridge
Ma Dow Piers: Slot and Combined System of Slot and
meas Bed Sill Carmelo Grimaldi, Roberto Gaudio
Francesco Calomino, and Anténio H. Cardoso
ture 135 (5). 425-31 (2009)
and Marl
_ ' Protecting Vertical-Wall Abutments with Riprap
Mattresses Antonio H. Cardoso and Cristina
M. S. Fael 135 (6), 457-65 (2009)
Scouring at Bed Sills as a Response to Flash Floods
gnaghi, Andrea Marion, and
an: 135 (6). 466-75 (2009)
Local Scour Depth at Bridge Piers under
Jihn-Sung La Wen- Yi
ien Yen 135 (7 609-14
—w Palu nge Pioaodl Geovmieatlrs y on- Higti
Jet Impact Pressures and Pressure
mn inside Fissured Rock Media
Erik F. R. Bollaert, and Anton
83-92 (2009)
Physical Mod
ung Oh Lee and
3-802 (2009
1 of Positive Step Stilling
River basins and Victor
51 (2009)
Rapid Profilis volving Bed Form Using
Planar Laser Sheet Illumination B. D
Younkin and D. F. Hill: 135 (10), 852-6 (2009)
Detached Eddy Simulation Investigation of Turbu
lence at a 1 Circular Pier with Scour Hole G
of Runoff Pro Kirkil, G. Constantinescu, and R. Ettema; 135
Vs Koichi 888-901 (2009)
() Gordana Kranjac Sea water
Abagale, Shigeya
Via CTING 5 539-53 Experimental Studies on Vertical Dense Jets in a
v D. Binns and Ana Maria | Flowing Current Endam Gungor and Philip J
5 (5 350-60 (2009 W. Roberts: 135 (11), 935-48 (2009)
nental Observations of Flow and Bed mensional Dh Nonequililibhrriiuuy m Noncohesive Secondary flow
SSED onatellLaa rgTee-rAmmipnli itude4 Meandering FI C. dH ungC,o hesiT.v eY . SHesdiiehm,e nt C. THr. anWsup,o rta nMdo Jd.e lC . YangM: NonSlienceoanrd arMyi xiCnugr rentLse ngtinh MoUdneilf orfmo r CPhraendneilc tiFolno wosf
ind Hydraulic S 35 (5 369-8? (2009 Ismail Aydin; 135 (2), 146-53 (2009)
Systems Zhao-yin Wang, Char
Maximum Migration Distance of Meander Channel rurbulent Stresses and Secondary Currents in a
Melching, Xue-hua Duan, and Guo-ar in Sand Using Hyperbolic Function Approach Tidal-Forced Channel with Significant Curva
)). 705-17 (2009) Po-Hung Yeh, Namgyu Park, Kuang-An Chang, ture and Asymmetric Bed Forms Derek A
nerical Model for Sediment Transport and B Hamn-Ching Chen, and Jean-Louis Briaud; 135 Fong, Stephen G. Monismith, Mark T. Stacey,
gradation in the Yangtze River Chann 8). 629-39 (2009 and Jon R. Burau; 135 (3), 198-208 (2009)
vnstream of Three Gorges Reservoir Scour Reduction of Bend Scour by an Outer Bank Foot
Zhou, Hong Wang, Xuejun Shao Control of Scour at Bridge Piers by a Downstream ing: Flow Field and Turbulence M. Roca, K
Jia: 135 (9). 729-40 (2009 Bed Sill Carmelo Grimaldi, Roberto Gaudio, Blanckaert, and J. P. Martin-Vide; 135 (5), 361-8
3D Numerical Simulation for Water Flow Francesco Calomino, and ’ Anténio H. Cardoso (2009)
Sediment Deposition in Dam Areas of the 35 (1). 13-21 (2009 Maximum Migration Distanceo fM eander Channel
Gorges Project Yong-jun Lu and Zh Turbulent Stresses at the Bottom Surface near an in Sand Using Hyperbolic Function Approach
35 (9). 755-69 (2009) Abutment Laboratory-Scale Numerical Po-Hung Yeh, Namgyu Park, Kuang-An Chang
ian Modeling of the Dynamics of Rivet Anna Teruzzi, Franc esco Ballio Hamn-Ching Chen, and Jean-Louis Briaud; 135
Floodplain Flow Bishnu H. Devkota ar * nzo Arrim eniI o; 1| 2 35 <> ) 11 06-1 17 (2009) S), 929-39 (2009)
*r. 135 (10), 771-82 (2009) rict in; Cl—ea r-Wate . Scour alt S—ed iment
River flow A butments Francesco Ballio, Anna Teruzzi, Bayesian Updating of Parameters for a Sediment
Lagrangian Modeling of the Dynamics of Rin ind Alessio Radice; 135 (2), 140-5 (2009) Entrainment Model via Markov Chain Monte
Floodplain Flow Bishnu H. Devkota and ocal Scour Caused by Submerged Square Jets Carlo Fu-Chun Wu and C. C. Chen; 135 (1)
Imberger: 135 (10), 7 71-82 (2009) inder Model Ice Cover Jueyi Sui. M. ALA 22-37 (2009)
JOURNAL OF HYDRAULIC ENGINEERING © ASCE / DECEMBER 2009 / 1131
Shear failure
Shear stress
tivity analysis
Sheet flow
Settling velocity
Sediment transport Shoaling
Shoreline changes
I
Shafts Simulation
|
Shallow water
Slurries
Concentrat rofiles and Solids Transport above