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E-raamat: Environmental Hydraulics - Physical Processes and Measurement Devices, 1 [Wiley Online]

Edited by (Ministry of Sustainable Development, France)
  • Formaat: 612 pages
  • Sari: ISTE
  • Ilmumisaeg: 19-Oct-2010
  • Kirjastus: ISTE Ltd and John Wiley & Sons Inc
  • ISBN-10: 1118558162
  • ISBN-13: 9781118558164
  • Wiley Online
  • Hind: 249,52 €*
  • * hind, mis tagab piiramatu üheaegsete kasutajate arvuga ligipääsu piiramatuks ajaks
  • Formaat: 612 pages
  • Sari: ISTE
  • Ilmumisaeg: 19-Oct-2010
  • Kirjastus: ISTE Ltd and John Wiley & Sons Inc
  • ISBN-10: 1118558162
  • ISBN-13: 9781118558164
The study and management of water resources - especially the quantitative approach taken through the science of hydraulics and hydrology - is becoming increasingly important as those resources are affected by increasing population and development, the demands and consumption of industry, pollution, and climate change. Since the existence of water in the environment is also related to the role it plays in many other processes - from weather phenomena and climate, including heat transport in the atmosphere and oceans, to shaping the physical geography and geology of the landscape of rivers, plains, and coastal regions through erosion and deposition - this is a complex and interrelated field relating ecosystems, geography, climate, and planning and development among other topics.

This series of five volumes focused on environmental hydraulics studies the complete water (or hydrologic) cycle from meteorology to coastal morphodynamics, including looking at river hydraulics, hydrogeology and marine hydraulics. It describes these physical processes, and how they are observed in the real world, from catchment basins or watersheds where precipitaion first falls, all the way through the transport of water to the sea. An inventory of ground measurement instruments, which provide necessary input data for the various modeling tools described in the book, is drawn up, and mathematical models describing each field within the overall subject area are detailed by a series of system equations. These are then solved by the use of numerical methods adapted to the particular characteristics of the application in question.

Many of the key modeling tools used by engineers in practice in the field are described in detail, as well as numerous examples of the application of the methods to real world problems, presented as case studies that highlight all of the processes described above.

Volume 1 describes the physical processes that take place, and identifies the main measurement devices used to capture the necessary details and types of data in order to implement models using the available simulation tools.

This series of five volumes offers an integrated description of physical processes modeling used by scientific disciplines from meteorology to coastal morphodynamics. Volume 1 describes the physical processes and identifies the main measurement devices used to measure the main parameters that are indispensable to implement all these simulation tools. Volume 2 presents the different theories in an integrated approach: mathematical models as well as conceptual models, used by all disciplines to represent these processes. Volume 3 identifies the main numerical methods used in all these scientific fields to translate mathematical models into numerical tools. Volume 4 is composed of a series of case studies, dedicated to practical applications of these tools in engineering problems. To complete this presentation, Volume 5 identifies and describes the modeling software in each discipline.
Introduction xxiii
Jean-Michel Tanguy
Part 1 Floods and Climate Change
1(62)
Chapter 1 Presentation of the Environmental Hydraulics Treatise
3(38)
Jean-Michel Tanguy
Denis Dartus
1.1 Context
3(1)
1.2 Origin of environmental hydraulics
4(1)
1.3 Modeling at the crossroads of serveral sciences
5(16)
1.3.1 Meteorology
6(3)
1.3.2 Operational hydrology
9(2)
1.3.3 River hydraulics
11(2)
1.3.4 Maritime hydraulics
13(4)
1.3.5 Computing
17(1)
1.3.6 Computing
17(1)
1.3.7 Numerical simulation
18(2)
1.3.8 Interactions between disciplines
20(1)
1.4 What can we represent and what are the big unknowns of the water cycle?
21(2)
1.4.1 What can we represent today with numerical models?
21(2)
1.5 How do we move from theory to software?
23(3)
1.5.1 Physical script
24(1)
1.5.2 Mathematical script
24(1)
1.5.3 Algebraic script
25(1)
1.5.4 Computing script
25(1)
1.5.5 Prototyping and validation
25(1)
1.6 Time and space process scales (from real time to sedimentology)
26(10)
1.6.1 Introduction
26(1)
1.6.2 Dimensionless numbers
27(1)
1.6.3 Measurement support scales, spatial resolution and domain size
28(2)
1.6.4 Upscaling, downscaling and overlapping slider scaling
30(1)
1.6.5 Anisotropy of length scales
31(2)
1.6.6 Transfer speed scales
33(1)
1.6.7 Renewal time scale
33(1)
1.6.8 Length transfer scales
34(1)
1.6.9 Link between different scales
34(2)
1.7 Bibliography
36(5)
Chapter 2 Flooding and Natural Disasters
41(8)
Jean-Baptiste Migraine
2.1 Disaster risk
41(1)
2.2 Floods and disasters: global impacts
42(2)
2.3 How to reduce disaster risks?
44(2)
2.4 Contribution of meteorological and hydrological services and the WMO to the reduction of risks of disasters
46(3)
Chapter 3 Climate Change and Hydrology
49(14)
Jean-Michel Gresillon
3.1 The observed changes in climate and their hydrological effects
50(3)
3.1.1 Observations and their interpretation by the IPCC
50(1)
3.1.2 Flash floods, floods and extreme events
51(1)
3.1.3 A study of detection of hydrological changes across France
52(1)
3.2 Modeling the effects of climate change
53(6)
3.2.1 Models and their assumptions
53(2)
3.2.2 Results of the IPCC relating to temperatures
55(1)
3.2.3 Results related to the water cycle on a worldwide scale
56(1)
3.2.4 Hydrology of the Rhone's drainage basin
56(1)
3.2.5 Precipitation
57(1)
3.2.6 Impacts of climate change on river modes
57(2)
3.3 Conclusion
59(1)
3.4 Bibliography
60(3)
Part 2 Hydrometeorology
63(104)
Chapter 4 Formation of Clouds and Rain
65(10)
Veronique Ducrocq
4.1 Water in the atmosphere
65(2)
4.2 Microphysics of warm clouds
67(2)
4.2.1 Nucleation of the liquid phase
67(1)
4.2.2 Condensation/evaporation
68(1)
4.2.3 Speed of falling drops
68(1)
4.2.4 Growth by coalescence
68(1)
4.3 Microphysics of cold clouds
69(2)
4.3.1 Nucleation of ice crystals
69(1)
4.3.2 Deposition/sublimation
69(1)
4.3.3 Aggregation and riming
70(1)
4.3.4 Melting
70(1)
4.3.5 Fallspeed of ice particles
70(1)
4.4 Observation of clouds and precipitation
71(3)
4.4.1 In situ observation
71(1)
4.4.2 Remote sensing
71(3)
4.5 Bibliography
74(1)
Chapter 5 Evapotranspiration
75(6)
Christelle Alot
Florence Habets
5.1 Introduction to evapotranspiration
75(1)
5.2 Influence magnitude
76(2)
5.2.1 Net radiation
76(1)
5.2.2 Wind
77(1)
5.2.3 Air temperature
77(1)
5.2.4 Air humidity
77(1)
5.3 Soil properties
78(1)
5.4 Properties of vegetation
79(1)
5.5 Some orders of magnitude of evapotranspiration
80(1)
5.6 Bibliography
80(1)
Chapter 6 Runoff
81(28)
Eric Gaume
Philippe Battaglia
Remi Wagner
6.1 Hydrological balance of drainage basins
81(4)
6.1.1 Concept of drainage basin
81(1)
6.1.2 Different terms of hydrological balance
82(1)
6.1.3 Groundwater resources
83(1)
6.1.4 Flow regimes
84(1)
6.2 Circulation of water in soils
85(7)
6.2.1 Water requirements of plants
85(1)
6.2.2 Availability of soil water
85(1)
6.2.3 Saturated soils
86(2)
6.2.4 Unsaturated soils
88(1)
6.2.5 Infiltration: entering of water into the soil
88(2)
6.2.6 Particular case of slaking
90(1)
6.2.7 Redistribution of water in the soil after a cloudburst or drying
91(1)
6.3 Genesis of flood flows
92(7)
6.3.1 Direct runoff that is not strictly Hortonian
95(1)
6.3.2 Groundwater flows
95(3)
6.3.3 Synthesis
98(1)
6.4 Particular case of an urban environment
99(4)
6.4.1 Flows
100(1)
6.4.2 Runoff coefficient (or flow coefficient)
101(1)
6.4.3 General and descriptive parameters of a drainage basin
102(1)
6.5 Conclusion
103(1)
6.6 Bibliography
104(5)
Chapter 7 Drainage Basin
109(14)
Isabella Zin
7.1 Delimitation of a drainage basin
110(1)
7.2 Geometrical characteristics of a drainage basin
111(2)
7.3 Geomorphological characteristics
113(5)
7.3.1 Relief
114(1)
7.3.2 The hydrographic network
115(3)
7.4 Soil nature and occupation
118(1)
7.5 Conclusion: from a global view to a distributed and dynamic description
119(1)
7.6 Bibliography
120(3)
Chapter 8 Statistical and Semi-Empirical Hydrology, Rain and Flow Analysis
123(44)
Philippe Bois
8.1 Description of a sample
124(14)
8.1.1 Revision of the random variables
124(1)
8.1.1.1 Examples and definitions
124(1)
8.1.1.2 Revision of the probability distributions
124(2)
8.1.1.3 Moments of a probability distribution
126(1)
8.1.1.4 Sample analysis
126(1)
8.1.2 Numerical description of a sample
127(1)
8.1.2.1 Location parameter
127(1)
8.1.2.2 Dispersion parameters
128(2)
8.1.2.3 Asymmetry parameters
130(2)
8.1.3 Graphic description
132(1)
8.1.3.1 Histogram of empirical frequencies
132(1)
8.1.3.2 Cumulative frequency curve---empirical distribution function
133(2)
8.1.4 Theoretical complements: concept of return period
135(1)
8.1.4.1 Random variables in hydrology retum period, recurrence time
135(2)
8.1.4.2 Supplement on the empirical probabilities (and graphical adjustments)
137(1)
8.1.4.3 Conclusions
138(1)
8.2 The most common probabilistic models
138(19)
8.2.1 Background on probability distributions
138(1)
8.2.1.1 Objectives of this section
138(1)
8.2.1.2 Parametric functions
139(1)
8.2.1.3 Overview on parameter calibration
140(1)
8.2.2 Family of normal and derivative distributions
141(1)
8.2.2.1 Gauss distribution (also called normal distribution)
141(4)
8.2.2.2 Normal distribution (also called Galton distribution)
145(2)
8.2.2.3 Overview of other derived distributions (from the normal distribution)
147(1)
8.2.3 Gamma distributions derived
147(1)
8.2.3.1 Gamma distribution with two parameters
147(3)
8.2.3.2 Calculation of moments (depending on parameters)
150(1)
8.2.3.3 Tables of gamma distribution (depending on parameters)
150(1)
8.2.3.4 Overview of beta distributions
151(1)
8.2.4 Family of exponential and extreme value distributions
152(1)
8.2.4.1 Exponential distribution
152(1)
8.2.4.2 Gumbel distribution (or distribution of extreme values of type I)
153(3)
8.2.4.3 Overview on other extreme value distributions (Weibull and G.E.V. distribution)
156(1)
8.3 Some examples of the use of statistical distributions in hydrology
157(7)
8.3.1 Statistical analysis of timely ordinary precipitation in a station
157(1)
8.3.1.1 Annual rainfall
157(1)
8.3.1.2 Monthly rainfall
157(1)
8.3.1.3 Daily rainfall
158(1)
8.3.1.4 Extreme rainfall
158(1)
8.3.2 Statistical analysis of flows
159(5)
8.4 Conclusion
164(1)
8.5 Bibliography
164(3)
Part 3 Hydraulics and River
167(154)
Chapter 9 Mechanisms of Free-Surface Flow
169(54)
Philippe Lefort
Jean-Michel Tanguy
9.1 Introduction
169(4)
9.2 Differnet flow regimes
173(1)
9.3 Steady uniform flow
174(4)
9.3.1 Concept of uniform flow
174(1)
9.3.1.1 Developments in uniform flow
175(1)
9.3.2 Roughness in composed riverbeds
176(1)
9.3.3 Concept of conveyance
176(1)
9.3.4 Concept of normal depth
176(1)
9.3.5 Conclusion for uniform flow
177(1)
9.3.6 Concept of river, critical and torrential flows
177(1)
9.4 Gradually varied steady flow - concept of backwater curve
178(7)
9.4.1 Developments on the gradually varied steady flow
181(4)
9.4.2 Flow velocity and propagation speed of a flood wave
185(1)
9.4.3 Application examples
185(1)
9.5 Rapidly varied steady flow with hydraulic structures
185(7)
9.5.1 Rapidly accelerated flow
186(1)
9.5.2 Hydraulic jump
186(1)
9.5.3 Submerged flow and non-submerged flow around a weir in a river
187(3)
9.5.3.1 Practical application: calculation of water line on a weir: non-submerged and submerged flows
190(1)
9.5.3.2 Other types of flow through hydraulic structures
191(1)
9.6 Unsteady flow: propagation of floods in natural environment
192(9)
9.6.1 Propagation of a wave in a river with a high slope (kinematic wave theory)
194(2)
9.6.2 Propagation of a wave in a river with a low slope of variable width (kinematic wave theory)
196(2)
9.6.3 Other forms of deformation of the hydrograph: attenuation of the maximum flow
198(1)
9.6.3.1 Longitudinal attenuation
198(3)
9.6.3.2 The transverse attenuation
201(1)
9.7 General case ---examples of propagation in nature
201(7)
9.7.1 Particular case of estuaries
203(2)
9.7.2 Wave of translation
205(2)
9.7.3 Dynamic deceleration of a flood
207(1)
9.8 Exchanges with the water table---infiltration
208(2)
9.8.1 Lateral supply
208(1)
9.8.2 Supply by the surface
209(1)
9.9 The particular case of mountain torrents
210(1)
9.10 Impact of development on flows and propagation
211(10)
9.10.1 Calibration of the ordinary bed
211(1)
9.10.2 The extraction in major riverbed
212(1)
9.10.3 Dikes
213(2)
9.10.4 Transverse bridges and embankments
215(1)
9.10.4.1 In permanent regime
215(3)
9.10.4.2 Transitional regime
218(2)
9.10.5 Thresholds and dams along the water
220(1)
9.11 Bibliography
221(2)
Chapter 10 Generation and Propagation of Floods in Urban Areas
223(16)
Dominique Laplace
Emmanuel Mignot
Andre Paquier
10.1 Introduction
223(1)
10.2 Typology of urban floods
224(1)
10.3 Mechanisms of water flow in a city during a flood
224(3)
10.3.1 Operation of urban rain water in normal weather conditions
225(1)
10.3.2 In the case of heavy rainfall
225(2)
10.4 Background: the risk of flood in urban areas
227(1)
10.5 Flood of cities and flood of fields
227(1)
10.6 Key parameters associated with urban floods
228(4)
10.6.1 Rain, origin of the problem
228(1)
10.6.2 Vulnerability of cities, in continuous increase in the absence of special precautions
229(1)
10.6.3 Topography, hazard factor
230(1)
10.6.4 Urban networks of rain drainage
230(2)
10.7 Levels of operation: starting from effects to classify rain
232(1)
10.8 Prevention and risk management of urban floods
233(3)
10.9 Bibliography
236(3)
Chapter 11 Quality of Surface Waters
239(10)
Patrick Goblet
Stephanie Even
11.1 Definitions
239(1)
11.1.1 Components of the aquatic environment
239(1)
11.1.2 Structure
239(1)
11.1.3 Population
240(1)
11.2 Operation of a hydrosystem
240(5)
11.2.1 External factors
241(1)
11.2.2 Redistribution mechanisms
241(1)
11.2.3 Chemical context
242(1)
11.2.4 Interrelations
243(1)
11.2.4.1 Nitrogen cycle
244(1)
11.2.4.2 Overview
244(1)
11.2.4.3 Phosphorous cycle
244(1)
11.2.4.4 Carbon and organic matter
245(1)
11.3 Characteristics of stagnant waters (lakes)
245(1)
11.4 Characteristics of running waters (rivers)
246(1)
11.5 Anthropization
246(3)
Chapter 12 Transport of Sediments- Bedload and Suspension
249(26)
Kamal El Kadi Abderrezzak
Andre Paquier
12.1 Mechanisms of sediment transport
249(1)
12.2 Concept of dynamic equilibrium of a river
250(1)
12.3 Critical shear stress for incipient motion of sediments
251(6)
12.3.1 Concept of critical shear stress
251(1)
12.3.2 Critical shear stress for a uniform granulometry
252(1)
12.3.2.1 Shields diagram
252(2)
12.3.2.2 Einstein's probabilistic approach
254(1)
12.3.3 Critical shear stress for non-uniform sediment mixtures
254(2)
12.3.4 Other factors influencing the critical stress of motion initiation
256(1)
12.3.4.1 Riverbed and banks slope
256(1)
12.3.4.2 The relative immersion
257(1)
12.4 Granulometric sorting
257(4)
12.4.1 Role of the granulometric sorting
257(1)
12.4.2 Armoring and paving
258(1)
12.4.2.1 Armoring
258(1)
12.4.2.2 Paving
258(1)
12.4.3 Evolution of the mean diameter of sediments from upstream to downstream
259(1)
12.4.3.1 Empirical formulation of the decrease of diameter dm
260(1)
12.5 Hydrodynamic shear stresses
261(2)
12.5.1 Uniform hydrodynamic stress
261(1)
12.5.2 Distribution of hydrodynamic stress in a cross-section
262(1)
12.5.3 Effective hydrodynamic stress
262(1)
12.6 Referece granulometry
263(2)
12.6.1 Granulometry represented by a single class of grains
263(2)
12.6.2 Granulometry represented by several classes of grains
265(1)
12.7 Bedload and total transport
265(4)
12.7.1 Formulations based on (Teff -Te) or Teff
265(1)
12.7.1.1 Meyer-Peter and Muller formula
265(1)
12.7.1.2 Smart and Jaeggi formula
266(1)
12.7.2 Formulations based on the flow rate or velocity
267(1)
12.7.2.1 Engelund and Hansen formula
267(1)
12.7.2.2 Ackers and White formula
267(1)
12.7.3 Probabilistic formulations
268(1)
12.8 Bibliography
269(6)
Chapter 13 Fluvial Morphodynamics
275(22)
Philippe Lefort
13.1 Introduction
275(2)
13.2 Mechanism of transport by bedload: pebbles, gravels and coarse sands
277(9)
13.2.1 The transport of a material of narrow granulometry
277(1)
13.2.2 How does the physical model react to the parameters change?
278(1)
13.2.3 The transport of materials in extended granulometry (closed circuit)
279(3)
13.2.4 Variation of the surface composition according to the contribution: paving
282(2)
13.2.5 Variation of transport according to the contribution: the "alluvial overload"
284(1)
13.2.6 Which material should be considered for the calculation of transport?
285(1)
13.3 Transverse circulation: meanders and braided riverbeds
286(5)
13.3.1 Mechanism of flow in a bend
286(2)
13.3.2 Equilibrium of the cross-section profile under the effect of transverse circulation
288(1)
13.3.3 Formation, equilibrium and mobility of beds and valleys---stratification of alluvial layers, role of suspended transport and vegetation
289(2)
13.4 Transport mechanisms of sandy rivers
291(4)
13.4.1 Distinction between "wash load" and "material of the bed"
291(1)
13.4.2 Ripples
292(1)
13.4.3 Dunes
292(1)
13.4.4 Suspended transport of bed material
293(2)
13.5 Bibliography
295(2)
Chapter 14 Typology of rivers and streams
297(24)
Philippe Lefort
Jean-Michel Tanguy
14.1 Definitions
297(2)
14.2 Role of substratum
299(5)
14.3 Streams and alluvial fans
304(1)
14.4 Braided rivers
305(2)
14.4.1 Protection of banks and embankment of braided rivers
306(1)
14.5 Effect of changing the hydrological regime on the morphology of braided and meandering rivers
307(4)
14.6 Complementary aspects of rivers with meanders
311(2)
14.7 Analysis of some distrubances of the morphological equilibrium
313(8)
14.7.1 Impact of singularities on the morphological equilibrium
313(1)
14.7.1.1 Simple calculation: flow in permanent regime over a weir
314(1)
14.7.1.2 Case of constriction: bridge with major bed in transient regime
315(2)
14.7.2 Refresher course on dredging
317(1)
14.7.2.1 Case 1: the correction of an isolated anomaly should not be accompanied by dredging
318(1)
14.7.2.2 Case 2: a spatial discontinuity in the sediment trasport capacity may require continual removal of a fraction of the contributions
319(1)
14.7.2.3 Case 3: reservoir dams pose a similar problem with regard to the bed material. Three cases are possible
320(1)
Part 4 Estuary, Sea and Coastline
321(142)
Chapter 15 Estuaries
323(50)
Claude Migniot
Jean-Michel Tanguy
15.1 Defining the estuary
324(1)
15.2 Geometry - continuity laws of widths and section - channel roughness
325(2)
15.2.1 Length variation laws
325(1)
15.2.2 Section variation laws
325(2)
15.2.3 Channel roughness
327(1)
15.3 Interfering hydraulic phenomena in an estuary: tide, river discharge, influence of the weather
327(14)
15.3.1 The tide
328(1)
15.3.1.1 Offshore tide
328(2)
15.3.1.2 Tidal propagation
330(3)
15.3.1.3 The tidal bore phenomenon
333(1)
15.3.1.4 Geometric areas of low seas and high seas - instant profiles of the low water tide
333(1)
15.3.2 Hydrology, river discharges
334(1)
15.3.2.1 Significance of river discharges
334(1)
15.3.2.2 Influence of the river discharge on tidal propagation
335(1)
15.3.3 Atmospheric influence
336(2)
15.3.3.1 Wind friction tension
338(1)
15.3.3.2 Atmospheric pressure: depression effect
338(1)
15.3.3.3 Swell
339(1)
15.3.3.4 Storm surge
339(1)
15.3.3.5 Seiches
340(1)
15.3.3.6 Currents
340(1)
15.3.3.7 Coriolis force
340(1)
15.3.3.8 Modifications of tide and of its propagation in estuaries through meterological effects
340(1)
15.4 Currents in the estuaries, oscillating volumes and instant discharges in the different sections - residual currents
341(6)
15.4.1 Tidal currents
341(1)
15.4.1.1 Flow and ebb speed skewness
341(1)
15.4.1.2 Indluence of the river discharge on tidal currents
342(1)
15.4.1.3 Influence of salinity or muddiness on speed distribution
343(1)
15.4.2 Oscillating water volumes and instant discharges in the different sections of the estuary
344(1)
15.4.2.1 Variation of oscillating volumes according to distance to the mouth
344(1)
15.4.2.2 Influence of the tidal factor on factor k - limits of the sea and river dominating field
344(2)
15.4.2.3 Residual speeds and circulation
346(1)
15.5 Salinity in estuaries - river and sea water mix
347(9)
15.5.1 Fresh and salt water mix
348(1)
15.5.1.1 Water mix
348(2)
15.5.2 The different types of estuaries in the sense of water mix
350(1)
15.5.2.1 Salt-water wedge estuary
350(1)
15.5.2.2 Well-mixed estuaries
350(1)
15.5.2.3 Partially mixed estuaries
350(2)
15.5.3 Salinity penetration distance
352(2)
15.5.4 Influence of river discharge in the variation of the limit of salt water intrusion
354(1)
15.5.5 Water turnover in an estuary
355(1)
15.6 Diversity and sediment movement in estuaries
356(12)
15.6.1 Origin and composition of sedimentary contributions
357(2)
15.6.2 Physical properties of sediments and their behavior under hydrodynamic actions
359(1)
15.6.3 Sediment movements during tide
360(2)
15.6.3.1 Variation of muddiness during a tide cycle
362(1)
15.6.3.2 Consolidation of deposits
363(1)
15.6.4 Sedimentary mass available in an estuary
364(1)
15.6.5 Variation of sedimentary movements during a hydrologic cycle, influence of the river discharge
365(3)
15.7 Physical process modeling in an estuary
368(3)
15.7.1 Hydrodynamics
369(1)
15.7.2 Salinity upswell
369(1)
15.7.3 Port dredging
370(1)
15.8 Bibliography
371(2)
Chapter 16 The Tide
373(16)
Bernard Simon
16.1 Description of the phenomenon
374(4)
16.2 Different aspects of the tide, definitions
378(9)
16.2.1 Tidal curve
378(1)
16.2.2 Types of tides
379(1)
16.2.2.1 Semi-daytime tide (Brest, Figure 16.4; Casablanca, Morocco, Figure 16.6(a))
379(1)
16.2.2.2 Semi-daytime tide at daytime irregularity (Vung-Tau, formerly called Cap St Jacques, Vietnam, Figure 16.6(b)
380(1)
16.2.2.3 Mixed type tide (Qui-Nhon, Vietnam, Figure 16.6(c)
380(1)
16.2.2.4 Daytime type tide (Do-Son, Vietnam, Figure 16.6(d)
381(1)
16.2.3 Low water tide
382(1)
16.2.4 Spectral tide characteristics
382(4)
16.2.5 Tidal currents
386(1)
16.3 The models
387(1)
16.3.1 Tide prediction
387(1)
16.3.2 Tidal currents
388(1)
16.4 Bibliography
388(1)
Chapter 17 Waves
389(30)
Jean-Michel Tanguy
17.1 General information on undulatory phenomena at sea
389(4)
17.1.1 Characterization of waves
390(1)
17.1.2 Major wave families
391(2)
17.2 Properties of waves at sea
393(6)
17.2.1 Wave parameters
393(1)
17.2.2 Wave to wave analysis
394(1)
17.2.3 Spectral analysis
395(3)
17.2.4 Relations between spectral and statistical analyses
398(1)
17.3 Generation of waves at sea
399(4)
17.3.1 Linear theory of low amplitude waves
400(1)
17.3.1.1 Dispersion relation
401(1)
17.4 Swell propagation in high seas
402(1)
17.4.1 Giant waves
403(1)
17.5 Deformation of waves close to shore
403(11)
17.5.1 Shoaling
404(1)
17.5.2 Reflection
405(2)
17.5.3 Refraction
407(2)
17.5.4 Diffraction
409(1)
17.5.5 Influence of currents in swells and swell currents
410(2)
17.5.6 Dissipation by breaking
412(1)
17.5.7 Other dissipations
413(1)
17.5.8 Consideration of these phenomena
413(1)
17.6 Sea state measure
414(1)
17.7 Databases
415(3)
17.8 Bibliography
418(1)
Chapter 18 Storm and storm surge forecasts
419(8)
Pierre Daniel
Jean-Michel Tanguy
18.1 The strom surge phenomenon
419(1)
18.2 Forecast models for storm surges at sea
419(1)
18.3 Storm surge propagation models in estuaries
420(1)
18.4 The model used at Meteo-France
421(1)
18.5 An example of version DOM/TOM: cyclone Hugo
421(1)
18.6 A metropolitan version usage example: the storm of December 27, 1999
422(2)
18.7 Storm surge propagation in an estuary
424(1)
18.8 Bibliography
425(2)
Chapter 19 Coastal Zone
427(36)
Francois Sabatier
Jean-Michel Tanguy
19.1 Geo-morphological coastal forms
427(5)
19.1.1 Deltas
428(2)
19.1.2 Arrows
430(1)
19.1.3 Lidos and barrier islands
430(1)
19.1.4 Tombolos
431(1)
19.1.5 Sheltered beaches
431(1)
19.1.6 Coastal cliffs
432(1)
19.2 Concepts for the operating conditions of the coastal zone
432(7)
19.2.1 Time-space scales
432(3)
19.2.2 Littoral drift cell
435(1)
19.2.3 Dynamic equilibrium states
436(1)
19.2.4 Impact of the rise of the sea level
437(2)
19.3 Morpho-dynamics of shores and beaches
439(12)
19.3.1 Physical factors affecting the evolution of the beaches
440(1)
19.3.2 Morpho-dynamic classification
441(3)
19.3.3 Aeolian sediment transport
444(1)
19.3.3.1 Dune/beach system
444(1)
19.3.3.2 Quantification of Aeolian transport
445(1)
19.3.4 Sediment transport in the profile
446(1)
19.3.4.1 Description of the phenomena
446(2)
19.3.4.2 Quantification of the impact of storms on the beach
448(1)
19.3.4.3 Limit depth of the bathymetric variations
449(2)
19.4 Long-shore sediment transport
451(2)
19.5 Evolution of French shores
453(5)
19.5.1 A few figures on the long-shore transport and declining of the shore
453(2)
19.5.2 A few causes of the evolution of the shore line
455(1)
19.5.2.1 Sediment deficit of rivers
455(1)
19.5.2.2 Coastal structures
456(1)
19.5.2.3 Human activity
456(1)
19.5.3 Towards a new approach to coastal risk
457(1)
19.6 Bibliography
458(5)
Part 5 Necessary Data for the Modeling Tools
463(142)
Chapter 20 Introduction to Measuring Systems
465(4)
Jean-Michel Tanguy
Chapter 21 Measurement of the Meteorological Parameters Related to the Water Cycle
469(24)
Pierre Tabary
Jean-Michel Tanguy
Pascale Dupuy
21.1 Pluviometers
470(1)
21.2 Meteorological radar
471(13)
21.2.1 Meteorological radars: background
472(2)
21.2.2 Aramis network
474(1)
21.2.3 Runoff curve number product
475(1)
21.2.3.1 Calibration of the radar
476(1)
21.2.3.2 Precision of the off nadir angles at the azimuth or at the location of the radar
476(1)
21.2.3.3 Distribution of the energy in the beam
476(1)
21.2.3.4 Fixed echoes
477(1)
21.2.3.5 Masks
477(1)
21.2.3.6 Abnormal propagation
478(1)
21.2.3.7 Non-uniformity of the vertical structure of rainfalls
479(1)
21.2.3.8 Uncertainty on the estimation of the rain intensity
480(1)
21.2.3.9 Illustration of the main uncertainties on radar measurements
480(1)
21.2.3.10 Corrections on the radar measurement
480(4)
21.3 Radar runoff curve number: a pluviometer/radar integration
484(2)
21.3.1 ANTILOPE runoff curve number
485(1)
21.3.2 CALAMAR runoff curve number
485(1)
21.4 Measurement of the snow thickness
486(2)
21.4.1 Water equivalent of a snowfall
486(1)
21.4.2 Snow stock
487(1)
21.4.3 Radio-isotope snow gauge
487(1)
21.5 Evaporation and evapotranspiration
488(2)
21.5.1 Atmometers and lysimeters
488(2)
21.5.2 Air temperature
490(1)
21.6 Measurement of the wind speed
490(1)
21.7 Inventory of the data provided to the models
491(1)
21.8 Bibliography
492(1)
Chapter 22 Topographic and Bathymetric Data
493(12)
Annick Tekatlian
22.1 Usual means used for bathymetry and topography: point sampling techniques
493(2)
22.1.1 Topographic measurements using theodolites
493(1)
22.1.2 Topographic measurements using GPS
494(1)
22.1.3 Sounding punctual bathymetric measurements
494(1)
22.2 High yield onboard bathymetric monitoring means
495(1)
22.3 Airborne monitoring means
496(4)
22.3.1 Photogrammetry
496(1)
22.3.2 Scrutinizing by airborne laser
497(2)
22.3.3 Laser and image comparisons
499(1)
22.4 Constitution of a DEM and an SET
500(1)
22.4.1 Digital elevation model (DEM)
500(1)
22.4.2 Surface elevation model (SEM)
501(1)
22.5 Visualization of elevation data
501(2)
22.6 Inventory of the topographic data
503(2)
Chapter 23 Soils, Water and Water in Soils
505(12)
Arthur Marchandise
23.1 Measurement of the water state in soils
505(5)
23.1.1 Measurement of the water content
506(1)
23.1.1.1 Punctual methods
506(2)
23.1.1.2 Space methods: improvements thanks to remote sensing
508(1)
23.1.2 Measuring the hydric potential
509(1)
23.2 Hydraulic properties of soils
510(3)
23.2.1 Measuring device
511(1)
23.2.1.1 The double ring
511(1)
23.2.1.2 Infiltrometer with a deported membrane
512(1)
23.3 Which data for the models and in which form?
513(1)
23.4 Bibliography
514(3)
Chapter 24 Levels and Flowrates in Watercourses, Lakes and Reservoirs
517(16)
Jean-Michel Tanguy
24.1 Limnimetric scales
517(1)
24.2 Limnimeters
517(2)
24.3 Measurement of velocities and determing river flow rates throgh gauging
519(5)
24.3.1 Flow meter gauging
521(1)
24.3.2 Micro-current meter gauging
521(1)
24.3.3 Electromagnetic current meter: ADC
522(1)
24.3.4 Float drifts
522(1)
24.3.5 Gauging by ADCP
522(1)
24.3.6 Dilution gauging
523(1)
24.4 Measurement of flowrate by permanent systems
524(4)
24.4.1 Gauging mountain watercourses
524(1)
24.4.2 Measurement through image analysis
524(2)
24.4.3 Estimation of discharges by fixed systems
526(1)
24.4.4 Direct flowrate measurements using ultrasound
526(2)
24.5 Reconstruction of the flowrate from numerical models
528(1)
24.6 Exploitation of discharge measurements: rating curves establishment
528(1)
24.7 Exploitation of longitudinal profiles of water levels
529(1)
24.8 Summarization of discharge and waves level and level measurements
530(1)
24.9 Inventory of data provided by the instruments to hydrological and hydraulic models
530(3)
24.9.1 Inventory of data provided by the measuring devices and optimal usage conditions
530(1)
24.9.2 Inventory of data provided to numerical models by these instruments
531(2)
Chapter 25 Water Quality Measurements
533(6)
Patrick Goblet
Stephanie Even
25.1 Taking a representative sample
534(1)
25.2 Ground measurements
534(1)
25.2.1 Automatic control
534(1)
25.2.2 Parameters measured on the ground
534(1)
25.3 Measuring dissolved oxygen
535(1)
25.4 Temperature measurements
535(1)
25.5 Measuring turbidity
535(1)
25.6 Measuring color
535(1)
25.7 Measuring transparency
536(1)
25.8 Sampling for biological analysis
536(1)
25.8.1 Microbiological analysis
536(1)
25.9 Multicellular organisms
536(1)
25.10 Biochemical oxygen demand
537(1)
25.11 Inventory of data provided to the water quality models
538(1)
Chapter 26 Measuring Ice Cover Thickness
539(10)
Jean-Michel Tanguy
26.1 Impact of ice cover on economic activities
539(2)
26.2 Monitoring stages of ice cover
541(3)
26.3 Simulation models and studies
544(1)
26.4 Possible developments to contend with floods
545(1)
26.5 Inventory of data provided to hydrological and hydraulic models
546(1)
26.6 Bibliography
546(3)
Chapter 27 Measurements in Fluvial Sedimentology
549(10)
Philippe Lefort
David Goutx
27.1 Sampers and in situ measuring devices for suspension transport
550(2)
27.2 Measurement of granulometry and the nature of the bed
552(2)
27.2.1 Bulk sampling method
552(2)
27.2.2 Method of surface sampling
554(1)
27.2.3 Analysis of the nature of the bed by sonar
554(1)
27.3 Measurement of bedload
554(4)
27.3.1 Measurement of deposits at dams
555(1)
27.3.2 Measurement bank and dune movement
556(1)
27.3.3 Measurement by artificial suspension
556(1)
27.3.4 Fixed or semi-fixed traps
556(1)
27.3.5 Portable collectors
557(1)
27.3.6 Further measurements
558(1)
27.4 Bibliography
558(1)
Chapter 28 Measurements in Urban Hydrology
559(20)
Philippe Battaglia
28.1 Sewage system monitoring
560(4)
28.1.1 Measurements in treatment plants
561(1)
28.1.1.1 Quantitative measurements
561(1)
28.1.1.2 Qualitative measurement
561(1)
28.1.2 Measurements at overflows and plane section of the network
561(1)
28.1.2.1 Quantitative measurements
562(1)
28.1.2.2 Qualitative measurements
563(1)
28.1.3 Techniques for continuous flowrate measurement
563(1)
28.2 Measurement of water height by limnimeter and transformation into flow rate by a calibration curve Q = f(h)
564(4)
28.2.1 Aerial ultrasound limnimeter
565(1)
28.2.2 Immersed ultrasound limnimeter
566(1)
28.2.3 Bubble gauge
566(1)
28.2.4 Piezoresistive sensor
567(1)
28.3 Velocity measurement
568(2)
28.3.1 Ultrasonic devices and Doppler effect
568(1)
28.3.2 Ultrasonic device and transit time (velocity chord)
569(1)
28.3.3 Electromagnetic effect device
570(1)
28.4 Measurement of water quality
570(4)
28.4.1 Aims of qualitative measurements
571(1)
28.4.2 Available technical means
571(1)
28.4.3 Water samplers
572(1)
28.4.4 Turbidimetry
573(1)
28.4.5 Specific sensors
573(1)
28.5 Measurement chain
574(3)
28.5.1 Delayed use
575(1)
28.5.2 Use in real time
575(2)
28.6 Inventory of data provided to urban hydrology models
577(2)
Chapter 29 Measuring Currents, Swells and the Sea Level
579(4)
Jean-Michel Tanguy
29.1 Sea currents
579(1)
29.2 Swell
580(1)
29.3 Sea level
581(1)
29.4 Measurements used by littoral models
582(1)
Chapter 30 Sedimentological Measurements in a Coastal Environment
583(14)
Franck Levoy
Bernadette Tessier
30.1 Recognition of surface and subsurface bottoms
583(5)
30.1.1 Wagon
583(1)
30.1.2 Core drill
584(1)
30.1.3 Lateral scanning sonar
584(2)
30.1.4 Very high resolution seismic resolution
586(1)
30.1.5 Underwater video
587(1)
30.2 Sediment transport
588(7)
30.2.1 Direct methods
589(4)
30.2.2 Indirect methods
593(2)
30.3 Bibliography
595(2)
Chapter 31 New Technologies from Space
597(8)
Christian Puech
Fabrice Ardhuin
31.1 Measuring the state of the surface
597(2)
31.2 Rain measurement
599(1)
31.3 Current and swell measurements
600(5)
List of Authors 605(6)
Index 611(2)
General Index of Authors 613(2)
Summary of Other Volumes in the Series 615
Jean-Michel Tanguy, Ministry of Sustainable Development, France.