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Table of contents |
6 |
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Preface |
11 |
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Part 1: Hydraulic structures |
14 |
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1. Air-water flow |
15 |
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Air-water flows in water engineering and hydraulic structures. Basic processes and metrology |
16 |
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De-aeration of a diversion tunnel of a large-scale hydroelectric scheme |
35 |
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Free-surface aeration in dam break waves: an experimental study |
47 |
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New model investigations on two-phase chute flow |
58 |
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Evaluation of incipient-aeration point on spillways |
70 |
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2. Intakes and outlets |
81 |
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Air entrainment at Guri Dam intake operating at low heads |
82 |
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3-D CFD modeling-investigation of potential vortex formation at the intakes of Caruachi Powerhouse |
92 |
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Numerical unsteady flow model simulation during the sluice closure of Caruachi Dam |
106 |
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Yacyretá Dam: spillways modification to reduce total dissolved gases concentrations downstream of the dam |
117 |
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HYDROMATRIX®: a new way to generate hydropower |
131 |
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3. Hydrodynamic forces |
140 |
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Impulse waves from laboratory scale to mega-tsunamis |
141 |
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Extreme wave transients in reservoirs, their characteristics and interaction with dams |
162 |
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Dynamic pressure fluctuations at real-life plunge pool bottoms |
171 |
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A new procedure to evaluate dynamic uplift of concrete linings or rock blocks in plunge pools |
182 |
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Instantaneous pressure field on a submerged jump stilling basin |
194 |
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Aspects of vibrations and fatigue of materials related to coherent structures of macroturbulent flows |
202 |
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Scale effect on pressure fluctuations over sills in stilling basins |
212 |
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Analysis of the air rubber dam using “ANSYS” |
225 |
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4. Energy dissipators |
234 |
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Plunge pool scour in prototype and laboratory |
235 |
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Experimental investigations on high-velocity jet characteristics and its influence on plunge pool rock scour |
246 |
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Effect of sill arrangement on maximum scour depth downstream of abruptly enlarged stilling basins |
258 |
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Energy dissipation and hydrodynamic forces of aerated flow over macro-roughness linings for overtopped embankment dams |
269 |
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Experimental study of energy loss at drops |
280 |
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Dam safety: the use of guidance documents for the training of Inspecting Engineers |
290 |
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5. Reservoir sedimentation |
298 |
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Impacts of Sanmenxia Dam and management strategies |
299 |
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New approach in determining useful life of reservoirs |
320 |
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The use of a labyrinth weir in a reservoir flushing system |
331 |
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Numerical and physical modelling concerning the removal of sediment deposits from reservoirs |
341 |
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Application of fine sediment behavior to sedimentation management in Miwa Dam, Japan |
355 |
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Management of reservoir sedimentation due to turbidity currents by technical measures |
367 |
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6. Stepped spillways |
378 |
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Energy dissipation along stepped spillways |
379 |
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Velocity and pressure field in skimming flow in stepped spillways |
388 |
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Stepped spillways for embankment dams. Review, progress and development in overflow hydraulics |
397 |
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Part 2: River Structures |
408 |
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7. Scouring and sedimentation around structures |
409 |
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Recent views on the origin of river meandering and braiding |
410 |
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Time-dependent local scour at piled bridge foundations |
420 |
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Time evolution of scour at comparatively long abutments |
429 |
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Local scour downstream of grade control structures |
441 |
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Scouring profile at channel junction |
451 |
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8. Numercial approaches in hydrodynamics ofriverflow |
458 |
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An improved implicit solution for the two dimensional shallow water equations using unstructured grids |
459 |
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A fully mesh-less Lagrangian numerical method for prediction of free water surface |
474 |
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Numerical study of flood routing in compound channels |
484 |
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A finite volume method for solving SWE in rivers of complex topographies |
494 |
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Application of a Boussinesq-type equation to flow over trapezoidal profile weirs |
504 |
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Hydrodynamics of three-dimensional density currents |
515 |
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9. River response to hydraulic structures |
523 |
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Experimental analysis on the hydraulic efficiency of mudflow breakers |
524 |
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Sub-critical flow in open channel junction |
535 |
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Boundary shear stress distribution in a V-shaped channel |
547 |
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10. Hydroinformatic applications |
560 |
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Cardiff Bay barrage and managing the impounded water quality |
561 |
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River flow forecasting using artificial neural networks |
576 |
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Evaluation of the application of neural networks on real-time river flood prediction |
584 |
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Prediction of salinity intrusion in Arvand River |
598 |
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Auhtor index |
608 |
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More eBook at www.ciando.com |
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