Introduction |
|
xxiii | |
|
|
Part 1 Floods and Climate Change |
|
|
1 | (62) |
|
Chapter 1 Presentation of the Environmental Hydraulics Treatise |
|
|
3 | (38) |
|
|
|
|
3 | (1) |
|
1.2 Origin of environmental hydraulics |
|
|
4 | (1) |
|
1.3 Modeling at the crossroads of serveral sciences |
|
|
5 | (16) |
|
|
6 | (3) |
|
1.3.2 Operational hydrology |
|
|
9 | (2) |
|
|
11 | (2) |
|
1.3.4 Maritime hydraulics |
|
|
13 | (4) |
|
|
17 | (1) |
|
|
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) |
|
|
24 | (1) |
|
1.5.2 Mathematical script |
|
|
24 | (1) |
|
|
25 | (1) |
|
|
25 | (1) |
|
1.5.5 Prototyping and validation |
|
|
25 | (1) |
|
1.6 Time and space process scales (from real time to sedimentology) |
|
|
26 | (10) |
|
|
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) |
|
|
33 | (1) |
|
1.6.8 Length transfer scales |
|
|
34 | (1) |
|
1.6.9 Link between different scales |
|
|
34 | (2) |
|
|
36 | (5) |
|
Chapter 2 Flooding and Natural Disasters |
|
|
41 | (8) |
|
|
|
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) |
|
|
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) |
|
|
57 | (1) |
|
3.2.6 Impacts of climate change on river modes |
|
|
57 | (2) |
|
|
59 | (1) |
|
|
60 | (3) |
|
|
63 | (104) |
|
Chapter 4 Formation of Clouds and Rain |
|
|
65 | (10) |
|
|
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) |
|
|
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) |
|
|
71 | (3) |
|
|
74 | (1) |
|
Chapter 5 Evapotranspiration |
|
|
75 | (6) |
|
|
|
5.1 Introduction to evapotranspiration |
|
|
75 | (1) |
|
|
76 | (2) |
|
|
76 | (1) |
|
|
77 | (1) |
|
|
77 | (1) |
|
|
77 | (1) |
|
|
78 | (1) |
|
5.4 Properties of vegetation |
|
|
79 | (1) |
|
5.5 Some orders of magnitude of evapotranspiration |
|
|
80 | (1) |
|
|
80 | (1) |
|
|
81 | (28) |
|
|
|
|
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) |
|
|
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) |
|
|
86 | (2) |
|
|
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) |
|
|
95 | (3) |
|
|
98 | (1) |
|
6.4 Particular case of an urban environment |
|
|
99 | (4) |
|
|
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) |
|
|
103 | (1) |
|
|
104 | (5) |
|
|
109 | (14) |
|
|
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) |
|
|
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) |
|
|
120 | (3) |
|
Chapter 8 Statistical and Semi-Empirical Hydrology, Rain and Flow Analysis |
|
|
123 | (44) |
|
|
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) |
|
|
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) |
|
|
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) |
|
|
157 | (1) |
|
|
157 | (1) |
|
|
158 | (1) |
|
|
158 | (1) |
|
8.3.2 Statistical analysis of flows |
|
|
159 | (5) |
|
|
164 | (1) |
|
|
164 | (3) |
|
Part 3 Hydraulics and River |
|
|
167 | (154) |
|
Chapter 9 Mechanisms of Free-Surface Flow |
|
|
169 | (54) |
|
|
|
|
169 | (4) |
|
9.2 Differnet flow regimes |
|
|
173 | (1) |
|
|
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) |
|
|
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) |
|
|
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) |
|
|
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) |
|
|
221 | (2) |
|
Chapter 10 Generation and Propagation of Floods in Urban Areas |
|
|
223 | (16) |
|
|
|
|
|
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) |
|
|
236 | (3) |
|
Chapter 11 Quality of Surface Waters |
|
|
239 | (10) |
|
|
|
|
239 | (1) |
|
11.1.1 Components of the aquatic environment |
|
|
239 | (1) |
|
|
239 | (1) |
|
|
240 | (1) |
|
11.2 Operation of a hydrosystem |
|
|
240 | (5) |
|
|
241 | (1) |
|
11.2.2 Redistribution mechanisms |
|
|
241 | (1) |
|
|
242 | (1) |
|
|
243 | (1) |
|
|
244 | (1) |
|
|
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) |
|
|
246 | (3) |
|
Chapter 12 Transport of Sediments- Bedload and Suspension |
|
|
249 | (26) |
|
Kamal El Kadi Abderrezzak |
|
|
|
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) |
|
|
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) |
|
|
258 | (1) |
|
|
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) |
|
|
269 | (6) |
|
Chapter 13 Fluvial Morphodynamics |
|
|
275 | (22) |
|
|
|
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) |
|
|
292 | (1) |
|
|
292 | (1) |
|
13.4.4 Suspended transport of bed material |
|
|
293 | (2) |
|
|
295 | (2) |
|
Chapter 14 Typology of rivers and streams |
|
|
297 | (24) |
|
|
|
|
297 | (2) |
|
|
299 | (5) |
|
14.3 Streams and alluvial fans |
|
|
304 | (1) |
|
|
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) |
|
|
323 | (50) |
|
|
|
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) |
|
|
327 | (1) |
|
15.3 Interfering hydraulic phenomena in an estuary: tide, river discharge, influence of the weather |
|
|
327 | (14) |
|
|
328 | (1) |
|
|
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) |
|
|
339 | (1) |
|
|
339 | (1) |
|
|
340 | (1) |
|
|
340 | (1) |
|
|
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) |
|
|
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) |
|
|
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) |
|
|
369 | (1) |
|
|
369 | (1) |
|
|
370 | (1) |
|
|
371 | (2) |
|
|
373 | (16) |
|
|
16.1 Description of the phenomenon |
|
|
374 | (4) |
|
16.2 Different aspects of the tide, definitions |
|
|
378 | (9) |
|
|
378 | (1) |
|
|
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) |
|
|
382 | (1) |
|
16.2.4 Spectral tide characteristics |
|
|
382 | (4) |
|
|
386 | (1) |
|
|
387 | (1) |
|
|
387 | (1) |
|
|
388 | (1) |
|
|
388 | (1) |
|
|
389 | (30) |
|
|
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) |
|
|
393 | (1) |
|
17.2.2 Wave to wave analysis |
|
|
394 | (1) |
|
|
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) |
|
|
403 | (1) |
|
17.5 Deformation of waves close to shore |
|
|
403 | (11) |
|
|
404 | (1) |
|
|
405 | (2) |
|
|
407 | (2) |
|
|
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) |
|
|
414 | (1) |
|
|
415 | (3) |
|
|
418 | (1) |
|
Chapter 18 Storm and storm surge forecasts |
|
|
419 | (8) |
|
|
|
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) |
|
|
425 | (2) |
|
|
427 | (36) |
|
|
|
19.1 Geo-morphological coastal forms |
|
|
427 | (5) |
|
|
428 | (2) |
|
|
430 | (1) |
|
19.1.3 Lidos and barrier islands |
|
|
430 | (1) |
|
|
431 | (1) |
|
|
431 | (1) |
|
|
432 | (1) |
|
19.2 Concepts for the operating conditions of the coastal zone |
|
|
432 | (7) |
|
|
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) |
|
|
456 | (1) |
|
19.5.3 Towards a new approach to coastal risk |
|
|
457 | (1) |
|
|
458 | (5) |
|
Part 5 Necessary Data for the Modeling Tools |
|
|
463 | (142) |
|
Chapter 20 Introduction to Measuring Systems |
|
|
465 | (4) |
|
|
Chapter 21 Measurement of the Meteorological Parameters Related to the Water Cycle |
|
|
469 | (24) |
|
|
|
|
|
470 | (1) |
|
21.2 Meteorological radar |
|
|
471 | (13) |
|
21.2.1 Meteorological radars: background |
|
|
472 | (2) |
|
|
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) |
|
|
477 | (1) |
|
|
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) |
|
|
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) |
|
|
490 | (1) |
|
21.6 Measurement of the wind speed |
|
|
490 | (1) |
|
21.7 Inventory of the data provided to the models |
|
|
491 | (1) |
|
|
492 | (1) |
|
Chapter 22 Topographic and Bathymetric Data |
|
|
493 | (12) |
|
|
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) |
|
|
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) |
|
|
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) |
|
|
511 | (1) |
|
|
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) |
|
|
514 | (3) |
|
Chapter 24 Levels and Flowrates in Watercourses, Lakes and Reservoirs |
|
|
517 | (16) |
|
|
|
517 | (1) |
|
|
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) |
|
|
522 | (1) |
|
|
522 | (1) |
|
|
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) |
|
|
|
25.1 Taking a representative sample |
|
|
534 | (1) |
|
|
534 | (1) |
|
|
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) |
|
|
535 | (1) |
|
|
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) |
|
|
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) |
|
|
546 | (3) |
|
Chapter 27 Measurements in Fluvial Sedimentology |
|
|
549 | (10) |
|
|
|
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) |
|
|
558 | (1) |
|
Chapter 28 Measurements in Urban Hydrology |
|
|
559 | (20) |
|
|
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) |
|
|
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) |
|
|
572 | (1) |
|
|
573 | (1) |
|
|
573 | (1) |
|
|
574 | (3) |
|
|
575 | (1) |
|
|
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) |
|
|
|
579 | (1) |
|
|
580 | (1) |
|
|
581 | (1) |
|
29.4 Measurements used by littoral models |
|
|
582 | (1) |
|
Chapter 30 Sedimentological Measurements in a Coastal Environment |
|
|
583 | (14) |
|
|
|
30.1 Recognition of surface and subsurface bottoms |
|
|
583 | (5) |
|
|
583 | (1) |
|
|
584 | (1) |
|
30.1.3 Lateral scanning sonar |
|
|
584 | (2) |
|
30.1.4 Very high resolution seismic resolution |
|
|
586 | (1) |
|
|
587 | (1) |
|
|
588 | (7) |
|
|
589 | (4) |
|
|
593 | (2) |
|
|
595 | (2) |
|
Chapter 31 New Technologies from Space |
|
|
597 | (8) |
|
|
|
31.1 Measuring the state of the surface |
|
|
597 | (2) |
|
|
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 | |