43, No. 1
Distributions of velocity, turbulence, and suspended sediment over low-relief antidunes
D. G. Wren, S. J. Bennett, B. D. Barkdoll and R. A. Kuhnle
Prediction of total bed material discharge
S.-Q. Yang
Dynamic behavior of bed material around bridge pier under water pressure variation
MD. Faruque Mia and H. Nago
An experimental investigation of jet flow on a stepped chute
M. K. El-Kamash, M. R. Loewen and N. Rajaratnam
Two-dimensional depth-averaged modeling of flow in curved open channels
H. K. Ghamry and P. M. Steffler
The dynamic effect of pipe-wall viscoelasticity in hydraulic transients. Part II—model development, calibration and verification
D. Covas, I. Stoianov, J. F. Mano, H. Ramos, N. Graham and C. Maksimovic
On the structure of a laminar buoyant jet released horizontally
G. Querzoli and A. Cenedese
Modeling of droplet formation in stratified immiscible liquid–liquid flows
C. A. Badeau, S. Kandil, W. Wilson and P. Chang
Boundary shear stress distributions in trapezoidal channels
S.-Q. Yang and S.-Y. Lim
Discussion. Roll waves simulation using shallow water equations and Weight Average Flux method
By B. Zanuttigh and A. Lamberti
Journal of Hydraulic Research, 2002, 40, No. 5, 610–622
Discusser: Carlo Montuori
43, No. 2
Decision support model for operation of multi-purpose water resources systems
O. R. Dölling and E. A. Varas
Elaboration of management tool of a reservoir dam on the Sebou river (Morocco) using an implicit hydraulic model
M. Igouzal and A. Maslouhi
Sediment transport capacity in rivers
S. Yang
Energy losses and threshold conditions for choking in channel contractions
B. Wu and A. Molinas
Investigation of near wall velocity in 3-D smooth channel flows
S. Yang, Siow-Yong and J. A. McCorquodale
Curvilinear turbulence modelling of open channel flow
J. J. R. Williams
Correlation and distribution of shear stress for turbulent flow in a smooth rectangular open channel
A. Bilgil
Floating breakwaters under regular and irregular wave forcing: reflection and transmission characteristics
E. Koutandos, P. Prinos and X. Gironella
Fall velocities of natural sediment particles: a simple mathematical presentation of the fall velocity law
K. She, L. Trim and D. Pope
Inverse modeling of unsaturated heterogeneous media by two-phase pressure derivative matching
K. Masumoto
Multi-level fracture network model and FE solution for ground water flow in rock mass
C. Junrui, L. Shouyi and Wuyanqing
Technical note. Fluctuation approach to assessment of the reliability of radioactive waste disposal
L. A. Bolshov, A. M. Dykhne and P. S. Kondratenko
Technical note. Anomalous diffusion in regular heterogeneous media
A. M. Dykhne, I. L. Dranikov and P. S. Kondratenko
Discussion. Tailwater level effects on flow conditions at an abrupt drop
By M. Mossa, A. Petrillo and H. Chanson.
Journal of Hydraulic Research, 2003, 41, No. 1, 39–51
Discussers: Y. Yausda, M. Takahashi and I. Ohtsu
43, No. 3
Du Boys and sediment transport
W. H. Hager
Physical modelling of the flow field in an undular tidal bore
H. Chanson
Influence of bed roughness on sediment suspension: experimental and theoretical studies
B. S. Mazumder, K. Ghoshal and D. C. Dalal
Velocity measurements in a developed open channel flow in the presence of an upstream perturbation
R. Balachandar and V. C. Patel
Success of booster chlorination for water supply networks with genetic algorithms
O. N. Ozdemir and M. E. Uçaner
Turbulence particle models for tracking free surfaces
S. Shao and H. Gotoh
Three-dimensional numerical simulation of wind-driven flows in closed channels and basins
F. Cioffi, F. Gallerano and E. Napoli
Modelling suspended sediment transport using an integrated numerical and ANNs model
B. Lin and M. M. Namin
Parameter identification using optimization techniques in open-channel inverse problems
H. Roux and D. Dartus
Theoretical and experimental study on flow distribution at fracture intersections
H. Yunjin, M. Genhai, C. Weiping and Z. Junjun
Discussion. Scour of a cohesive soil by submerged plane turbulent wall jets
By K. A. Mazurek, N. Rajaratnam and D. C. Sego
Journal of Hydraulic Research, 2003, 41, No. 2, 195–206
Discusser: S. A. Ansari
Book review. Applied hydraulic transients for hydropower pants and pumping stations
By M. Popescu, D. Arsenie and P. Vlase, October 2003, Balkema Publishers, 329 pp, €99
43, No. 4
Finite volume modeling of variable density shallow-water flow equations for a well-mixed estuary: application to the Río Maipo estuary in central Chile
L. Brice, C. Yarko Niño and M. Cristian Escauriaza
Two-dimensional simulation of a thermally stratified reservoir with high sediment-laden inflow
D. L. Young, Q. H. Lin and K. Murugesan
SPH simulation of solitary wave interaction with a curtain-type breakwater
S. Shao
High-resolution TVD schemes in finite volume method for hydraulic shock wave modeling
G.-F. Lin, J.-S. Lai and W.-D. Guo
Two-dimensional and line jets in a weak cross-flow
J. F. Huang, M. J. Davidson and R. I. Nokes
On incompressible turbulent flow: partial average based theory and applications
G. Gao and Y. Yong
Vertically integrated numerical model to simulate breach formation by flow overtopping earth-filled dams: hydraulics
R. Frenette and A. Munteanu
Discharge equations for venturimeter and orificemeter
P. K. Swamee
Modified log–wake law for zero-pressure-gradient turbulent boundary layers
J. Guo, P. Y. Julien and R. N. Meroney
Discussion. Modified log-wake law for turbulent flow in smooth pipes
J. Guo and P. Y. Julien
Journal of Hydraulic Research, 2003, 43, No. 5, 493–501
Discusser: R. Booij
Discussion. Modeling a washout of dams
By A. L. Rozov
Journal of Hydraulic Research, 2003, 41, No. 6, 565–577
Discusser: H. Chanson
Discussion. Modeling of washout of dams
By A. L. Rozov
Journal of Hydraulic Research, 2003, 41, No. 6, 565–577
Discussers: M. J. Franca and A. B. Almeida
Discussion. Clear-water scour development at bridge abutments
By S. E. Coleman, C. S. Lauchlan and B. W. Melville
Journal of Hydraulic Research, 2003, 41, No. 5, 521–531
Discusser: S. Giri
43, No. 5
Developing a toolkit for fish passage, ecological flow management and fish habitat works
C. Katopodis
Direct measurement of vegetation resistance in prototype scale
A. Armanini, M. Righetti and P. Grisenti
Transportational cyclic steps created by flow over an erodible bed. Part 1. Experiments
K. Taki and G. Parker
Transportational cyclic steps created by flow over an erodible bed. Part 2. Theory and numerical simulation
T. Sun and G. Parker
Backwater of arch bridges under free and submerged conditions
J. P. Martín-Vide and J. M. Prió
Bubbles and waves description of self-aerated spillway flow
S. C. Wilhelms and J. S. Gulliver
Gas transfer, cavitation, and bulking in self-aerated spillway flow
S. C. Wilhelms and J. S. Gulliver
Experimental study of transition and skimming flows on stepped spillways in RCC dams: qualitative analysis and pressure measurements
M. Sanchez-Juny and J. Dolz
Effect on turbulence production due to sudden change in flow regimes
I. M. Khan, R. R. Simons and A. J. Grass
Probabilistic leak detection in pipelines using the mass imbalance approach
J. Rougier
Erosion of sand beds by obliquely impinging plane turbulent air jets
K. A. Mazurek and N. Rajaratnam
On optimal model complexity in inverse modeling of heterogeneous aquifers
A. Mantoglou
Discussion. The mean characteristics of horseshoe vortex at a cylindrical pier
By M. Muzzammil and T. Gangadhariah
Journal of Hydraulic Research, 2003, 41, No. 3, 285–297
Discussers: J. Unger and W. H. Hager; Reply by M. Muzzammil and T. Gangadhariah
Discussion. Relation of surface roller eddy formation and surface fluctuation in hydraulic jumps
By K. M. Mok
Journal of Hydraulic Research, 2004, 42, No. 2, 207–212
Discusser: M. Mossa; reply by M. Mok
43, No. 6
Numerical simulations of the behavior of alternate bars with different bank strengths
C.-L. Jang and Y. Shimizu
Modeling downstream fining in sand-bed rivers. I: Formulation
S. Wright and G. Parker
Modeling downstream fining in sand-bed rivers. II: Application
S. Wright and G. Parker
Low-Reynolds-number two-equation turbulence modelling for open channel flow: development and evaluation of free surface boundary conditions on the dissipation rate equation
M. A. Cotton, D. Reedha and P. K. Stansby
Numerical examination on the secondary-current effect for contaminant transport in curved channel
T.-Y. Hsieh and J.-C. Yang
Supercritical flow in sewer manholes
W. H. Hager and C. Gisonni
Combined optimization of pipes and control valves in water distribution networks.
G. Pezzinga and G. Pititto
Extended-period modeling of water pipe networks—a new approach
J. E. Van Zyl, D. A. Savic and G. A. Walters
Impingement of circular turbulent jets on rough boundaries
N. Rajaratnam and K. A. Mazurek
A new method for calculating depth of scour pit caused by overflow water jets
P. Liu
Experimental study on the upstream water level rise and downstream scour length of a submerged dam
Z. Chen, X. Shao and J. Zhang
The effects of sediment on earthquake response of concrete gravity dams to asynchronous ground motion
A. Bayraktar, M. Akkose and Suleyman Adanur
Free overfall from circular channels with flat base
S. Dey
Discussion. Darcy and post-Darcy flows within different sands
By I. Wahyudi, A. Montillet and A. O. A. Khalifa
Journal of Hydraulic Research, 2002, 40, No. 4, 519–525
Discusser: D. Hansen; Reply by I. Wahyudi, A. Montillet and A. O. A. Khalifa
Discussion. A two-dimensional conservative finite-difference model in nonorthogonal coordinate system
By C.-W. Kim, T.-Hoonyoon, Y.-S. Cho and S.-T. Kim
Journal of Hydraulic Research, 2003, 41, No. 4, 395–403
Discusser: C. B. Singh and N. Prasad; Reply by C.-W. Kim, T.-Hoonyoon, Y.-S. Cho and S.-T. Kim
