2nd International Conference on River Flood Hydraulics:
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| Corporate Author: | |
|---|---|
| Format: | Conference Proceeding Book |
| Language: | English |
| Published: |
Chichester u.a.
Wiley
1994
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| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Physical Description: | XVII, 604 S. Ill., graph. Darst., Kt. |
| ISBN: | 047195019X |
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| adam_text | Titel: 2nd International Conference on River Flood Hydraulics
Autor: International Conference on River Flood Hydraulics 2, 1994, York
Jahr: 1994
2nd International Conference on
RIVER FLOOD HYDRAULICS
22-25 March 1994: York, England
CONTENTS
List of Contributors xiii
Preface xvii
OPENING KEYNOTE ADDRESS 1
Paper 1 Practical experience in dealing with major flood incidents in 3
South Africa.
J. M. Jordaan, Department of Water Affairs, South Africa.
Chapter One FLOOD ANALYSIS AND PREDICTION 13
Paper 2 Evaluating design characteristics for floods in Bangladesh. 15
M. M. Hoque, Bangladesh University of Engineering and
Technology, Bangladesh.
Paper 3 Prediction of floods from a mountain river with glacierized and 27
snow covered areas.
P. C. Fernandez, J. Maza and A. V. Aranibar, National Institute
for Water Science and Technology, Argentina.
Paper 4 Properties of widespread, severe floods. 37
W. J. ft Alexander, University of Pretoria, South Africa.
Chapter Two FLOOD FORECASTING 47
Paper 5 Optimising a conceptual catchment model in real time. 49
C. Dobson and R. C. Cross, NRA, Severn-Trent Region, UK.
Paper 6 Flood forecasting for Beijiang River (PR China). 59
M. Gilbert and J. De Meyer, TRACTEBEL, Belgium.
Paper 7 An adaptive flood warning scheme for the river Nith at Dumfries. 65
M. Lees, P. Young and K. Beven, University of Lancaster,
S. Ferguson and J. Burns, Solway River Purification Board, UK.
VII
Paper 8 Towards scenario-based real-time forecasting for flood-affected 77
basins using a multimodel integrated system.
J. A. Cunge, M. Erlich andJ.-L Rahuel, Laboratoire
d Hydraulique de France, France.
Chapter Three COMPUTATIONAL MODELLING—BANGLADESH 93
Paper 9 North West Regional Study of Bangladesh—experience of model 95
calibration.
P. G. Samuels and N. Walmsley, HR Wallingford Ltd, UK.
Paper 10 Application of computational models in defining flood/depth 107
phases and cropping patterns on floodplains.
C. fìeeve and N. Walmsley, HR Wallingford Ltd, UK.
Paper 11 An application of 2-D mathematical modelling on the Brahmaputra 117
River.
H. G. Enggrob, Danish Hydraulic Institute, Denmark and
P. H. von Lany, Sir William Halcrow and Partners Ltd, UK.
Paper 12 River bed aggradation through recurrent measures. 131
F. C. M. van der Knaap, Delft Hydraulics, The Netherlands.
Chapter Four GIS AND MODELLING 143
Paper 13 A coupled 2D model for interacting surface water and 145
groundwater flows.
A. Defina, University of Padova and ?. Mattichio, ¡PROS
Ingegneria Ambientale S.R.L., Italy.
Paper 14 Coupling of 2D and 1D models and integration into geographic 155
information systems (GIS).
W. Bechteler, S. Hartmann and AJ. Otto, University of the
Federal Armed Forces, Germany.
Paper 15 Bangladesh flood management model. 167
W. J. Syme and G. N. Paudyal, Danish Hydraulic Institute,
Denmark.
Paper 16 Use of a GIS in the modelling of flows on floodplains. 177
T. Estrela and L Quintas, Centre for Hydrographie Studies,
Spain.
Chapter Five ENGINEERING, DESIGN AND MAINTENANCE 191
Paper 17 Policy analysis of river-dike improvement in the Netherlands. 193
H. N. C. Breusers and M. Vis, Delft Hydraulics, The Netherlands.
??
Paper 18 Optimizing of the development of the standard of flood protection 201
within flood plain basins.
S. Toth, Ministry of Transport, Communication and Water
Management, Hungary.
Paper 19 A review of the hydraulic and environmental performance of river 217
schemes in Northern Ireland.
H. T. Johnson, The Queen s University of Belfast,
N. N. J. Higginson and T. McCully, Department of Agriculture for
Northern Ireland, UK.
Paper 20 Extended protection concepts of mountain streams—experiences 231
on extreme floods.
F. Schöberl, University of Innsbruck, Austria.
Paper 21 Modelling the Lower River Severn. 237
fì. J. Mains-Smith, NRA Severn-Trent Region and
D. Ramsbottom, HR Wallingford Ltd, UK.
Paper 22 Flood control in Hungary and piping failures at river levees. 249
S. Toth, Ministry of Transport, Communication and Water
Management, Hungary.
Paper 23 The Yorkshire Humber estuary tidal defence strategy. 265
D. Pelleymounter, NRA Northumbria and Yorkshire Region, UK.
Paper 24 River flood protection in the Netherlands. 275
J. H. A. Wijbenga, J. J. P. Lambeek, E. Mosselman, R. L J.
Nieuwkamer and R. H. Passchier, Delft Hydraulics, The
Netherlands.
Chapter Six SEDIMENT TRANSPORT 287
Paper 25 Mathematical model for reservoir sedimentation. 289
A. Sharghi and J. Berlamont, Catholic University of Leuven,
Belgium.
Paper 26 Sand waves in alluvial channels and their influence on sediment 301
transport.
Wang Shiqiang, Tsinghua University, ? R China.
Paper 27 Numerical modelling of suspended sediment transport in 311
compound channels.
B. Westrich, Xu Yichun and S. Al-Zoubi, University of Stuttgart,
Germany.
Paper 28 Equilibrium scour in rivers with sandbeds. 321
A Rooseboom, University of Stellenbosch and Ale Grange, BKS
Consulting Engineers, South Africa.
Chapter Seven COMPUTATIONAL MODELLING—METHODS 335
Paper 29 Numerical simulation of rapidly varying flows in nonprismatic 337
channels.
W. Zhang, Nanjing Hydraulic Research Institute, P. R. China and
Â. Ç. Schmid, Technical University of Vienna, Austria.
Paper 30 Energy conservation in open channel flow. 347
C. P. Skeels, University of the West of England, UK.
Paper 31 Parameter uncertainty in dam-break flood modelling. 357
X. L Yang and C. S. Kung, Royal Institute of Technology,
Stockholm, Sweden.
Paper 32 Developments in three dimensional numerical modelling of river 371
flows.
G. Pender and J. R. Manson, University of Glasgow, UK.
Chapter Eight COMPOUND CHANNELS 381
Paper 33 Comparisons between measured and numerically modelled 383
unsteady flows in a compound channel using different
representations of friction slope.
J. F. Lyness and W. R. C. Myers, University of Ulster, UK.
Paper 34 Computation of discharge and critical depth in compound 393
channels.
N. Tokyay, Middle East Technical University, Turkey.
Paper 35 An application of a new procedure for estimating discharges in 405
meandering overbank flows to field data.
J. B. Wark, HR Wallingford Ltd, UK and C. S. James, University of
Witwatersrand, South Africa.
Paper 36 Modelling of flood hydraulics in compound channels. 415
fi. Kohane and B. Westrich, University of Stuttgart, Germany.
Chapter Nine HYDRAULICS OF FLOOD FLOW 425
Paper 37 Hydraulic resistance of river banks covered with trees and 427
brushwood.
A. Nuding, Polytechnical College Biberach, Germany.
Paper 38 Impact of aquatic vegetation cutting. 439
K. R. Fisher and C. E. Reeve, HR Wallingford Ltd, UK.
Paper 39 Power law for velocity profiles in open-channel flood flows. 449
T. Haizhou and N. Tamai, University of Tokyo, Japan.
Paper 40 Large flow structures in meandering compound channels. 459
D. A. Ervine, University of Glasgow, R. J. Sellin, University of
Bristol and B. B. Willetts, University of Aberdeen, UK.
Chapter Ten ENVIRONMENTAL ASPECTS 471
Paper 41 Management of fenland ditches for enhancement of wildlife 473
habitats.
S. R. Runham, S. C. Rose and A. Sherwood, ADAS and
T. P. Milsom, Central Science Laboratories, MAFF, UK.
Paper 42 Rehabilitation of an urban river. 483
H. Patt, University of the Federal Armed Forces Munich,
Germany.
Paper 43 River maintenance evaluation. 491
J. Morris, D. C. Sutherland and J. A. L Dunderdale, Silsoe
College, UK.
Paper 44 A study on the environmental effects of 20 June 1990 flood in 501
Trabzon and its neighbourhood, Turkey.
O. Ucuncu, H. Onsoy and 0. Yuksek, Black Sea Technical
University, Turkey.
Paper 45 Environmentally led engineering: the Maidenhead Windsor and 513
Eton Flood Alleviation scheme.
H. Clear Hill, Independent Consultant, UK.
Chapter Eleven MORPHOLOGY 525
Paper 46 Modelling morphological impact of a flood control dam. 527
P. Belleudy, Laboratoire d Hydraulique de France, France and
H. Schuttrumpf, Leichtweiss—Institut für Wasserbau, Germany.
Paper 47 An alternative approach for prediction of channel geometry in 537
alluvium.
M. A. Matin and A. Nishat, Bangladesh University of Engineering
and Technology, Bangladesh and D. I. H. Ban, University of
Strathclyde, UK.
Chapter Twelve FLOOD MANAGEMENT—INDIAN SUBCONTINENT 551
Paper 48 An assessment of the impacts of Dhaka city flood control project. 553
M. A. M. KhondakerandJ. U. Chowdhury, Bangladesh
University of Engineering and Technology, Bangladesh.
Paper 49 A risk methodology for determining an appropriate set-back 561
distance for a flood embankment on the right bank of the
Brahmaputra river.
A. P. G. Russell and P. H. von Lany, Sir William Halcrow and
Partners Ltd, UK.
Paper 50 Flood proofing potentials in Bangladesh flood management. 579
M. F. Bari, Bangladesh University of Engineering and
Technology, Bangladesh.
Paper 51 Floods management of large reservoirs: a case study of the 595
operation of Mangia Dam in Pakistan during floods of 1992.
A S. Shakir and F. A. Chishti, University of Engineering and
Technology, Lahore and B. A. Shahid, Irrigation Power
Department Punjab, Pakistan.
Xll
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| spelling | International Conference on River Flood Hydraulics 2 1994 York Verfasser (DE-588)1227247-4 aut 2nd International Conference on River Flood Hydraulics ed. by W. R. White ... Second International Conference on River Flood Hydraulics Chichester u.a. Wiley 1994 XVII, 604 S. Ill., graph. Darst., Kt. txt rdacontent n rdamedia nc rdacarrier Floods Congresses Hochwasser (DE-588)4025289-9 gnd rswk-swf Überschwemmung (DE-588)4186634-4 gnd rswk-swf Fluss (DE-588)4131972-2 gnd rswk-swf (DE-588)1071861417 Konferenzschrift 1994 York gnd-content Fluss (DE-588)4131972-2 s Überschwemmung (DE-588)4186634-4 s DE-604 Hochwasser (DE-588)4025289-9 s White, W. R. Sonstige oth HBZ Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=006403780&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | 2nd International Conference on River Flood Hydraulics Floods Congresses Hochwasser (DE-588)4025289-9 gnd Überschwemmung (DE-588)4186634-4 gnd Fluss (DE-588)4131972-2 gnd |
| subject_GND | (DE-588)4025289-9 (DE-588)4186634-4 (DE-588)4131972-2 (DE-588)1071861417 |
| title | 2nd International Conference on River Flood Hydraulics |
| title_alt | Second International Conference on River Flood Hydraulics |
| title_auth | 2nd International Conference on River Flood Hydraulics |
| title_exact_search | 2nd International Conference on River Flood Hydraulics |
| title_full | 2nd International Conference on River Flood Hydraulics ed. by W. R. White ... |
| title_fullStr | 2nd International Conference on River Flood Hydraulics ed. by W. R. White ... |
| title_full_unstemmed | 2nd International Conference on River Flood Hydraulics ed. by W. R. White ... |
| title_short | 2nd International Conference on River Flood Hydraulics |
| title_sort | 2nd international conference on river flood hydraulics |
| topic | Floods Congresses Hochwasser (DE-588)4025289-9 gnd Überschwemmung (DE-588)4186634-4 gnd Fluss (DE-588)4131972-2 gnd |
| topic_facet | Floods Congresses Hochwasser Überschwemmung Fluss Konferenzschrift 1994 York |
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