Preface | p. v |
Introduction | p. xiii |
Some Data on Rainstorm Run-Off Pollution | p. 1 |
Sources of Pollution From Rainstorm Run-Off | p. 1 |
Atmospheric Pollution and Rain | p. 1 |
Pollution Carried by Rain-Water Overland Flow | p. 2 |
Global Pollution Carried by Rain | p. 3 |
Rainstorm Run-Off Pollution in the Network | p. 3 |
Suspended Matter, Deposited Matter and Resuspension of Matter | p. 3 |
Variation in Water Contamination and Pollution During a Storm Episode | p. 6 |
Wastes from Rain-Water Overflow | p. 11 |
Impact of Run-Off Wastes on the Natural Environment | p. 16 |
Immediate Effects | p. 18 |
Delayed or Long-Term Effects | p. 19 |
Example of Impact of Run-Off Wastes in A Parisian Region | p. 20 |
Various Types of Weirs and Their Accessories | p. 21 |
Storm Weirs and Bypasses (Separation of Exchange Works) | p. 21 |
Components of Storm Weir and Bypass | p. 21 |
Different Types of Weirs | p. 22 |
Works with overflow weir | p. 22 |
Other discharge works | p. 27 |
Works with vortex | p. 32 |
Additional Or 'Complementary' Works of Weirs | p. 32 |
Screens (and Meshwork) | p. 32 |
Settling and Degritting Chamber | p. 35 |
Water Rise in Case of Flood or High Tide | p. 36 |
Basins Associated with Weirs | p. 38 |
Some Concluding Remarks on Weirs and Bypasses | p. 40 |
Weirs | p. 40 |
Bypasses | p. 41 |
Computation and Measurement of the Characteristics of Weirs | p. 43 |
Computation of Weirs | p. 43 |
Choice of Type of Weir | p. 43 |
Computation of Overflow | p. 44 |
Calibration (or Adjustment) of Weirs (with Liquid Flow) | p. 49 |
Measurements | p. 50 |
Available Material | p. 52 |
Measurement of Contaminants | p. 54 |
Facilities for Measurement Programme | p. 54 |
Continuous Measurement of Flow | p. 56 |
Principles | p. 56 |
Example of calibration | p. 57 |
Available facilities | p. 58 |
Problems Associated with Use of this Equipment | p. 60 |
Data Needed for Management | p. 60 |
Basic Data | p. 60 |
Complementary Data Needed for Studying Improvement of Discharge | p. 62 |
Equipment for Dynamic Management | p. 63 |
Evaluation and Improvement of Hydraulic Efficiency and Separation of Contaminants | p. 67 |
Efficiency of Weirs and Their Measurement | p. 67 |
Hydraulic Efficiency | p. 67 |
Efficiency of Separation of Contaminants in Flow | p. 69 |
Measurement of Efficiency | p. 71 |
Hydraulic efficiency | p. 71 |
Efficiency of separation of contaminants | p. 71 |
Possible Improvements of Weirs | p. 75 |
Effect of Storage Upstream | p. 77 |
Reduction in Load of Contaminants Discharged and Storm Basins | p. 81 |
Basin design | p. 81 |
Computation of storage capacity and decantation | p. 82 |
Efficiency of basins | p. 87 |
Placement, Calibration and Choice of Weir and its Improvements | p. 91 |
Placement and Calibration of Weirs | p. 91 |
Topography | p. 92 |
Consideration of Urban Development and Priorities | p. 93 |
Selection of Improvements in Weirs and Their Environment | p. 95 |
Some Costs Data | p. 96 |
Alternative solutions | p. 96 |
Storage-lamination basins | p. 97 |
Cost of weirs | p. 98 |
Storm basins and associated lamellar decanters | p. 100 |
Devices for measurement and remote control | p. 102 |
Modelling of Network and Simulations | p. 103 |
Some Remarks on Choice by Way of Conclusion | p. 107 |
Regulations Concerning Discharge of Weirs | p. 111 |
Situation Before Directive of CEE, No. 91 271 of 30 May 1991 | p. 111 |
The United Kingdom | p. 111 |
Germany and the Netherlands | p. 112 |
France | p. 112 |
New Regulations | p. 113 |
European Directive of 21 May 1991 Concerning Treatment of Residual Water | p. 113 |
New Regulatory Provisos in France | p. 114 |
New British Policy | p. 117 |
Policy Regarding Objectives of Quality and Rainstorm Discharge | p. 119 |
Method of Controlled Degradation of Water Quality | p. 121 |
Computational Methods of Reduction of Dissolved Oxygen | p. 122 |
Comparison Between Method of Downgrading and Computation of Dissolved Oxygen | p. 122 |
Models of River Quality | p. 123 |
Modalities of Application | p. 124 |
Example of Application in France--Case of Nancy | p. 125 |
Curative Actions in Natural Environment | p. 127 |
Reinforcement of natural self-purification | p. 127 |
Reduction of river flotsam | p. 128 |
Conclusions and Suggestions for Strategic Action and Enhancement of Knowledge | p. 131 |
Strategy for Action | p. 131 |
Inventory of Weirs and Bypasses | p. 131 |
Imbrication of Weirs in the Network | p. 133 |
Co-Ordination of Weirs and Treatment Plants | p. 133 |
Discussion of Weirs and Diagnostic Studies of Networks | p. 137 |
Two Examples of Overall Strategy--Arras and Seine St. Denis | p. 139 |
Storm Weirs and Sage | p. 140 |
Improvement of Knowledge | p. 141 |
Better Knowledge of Each Network | p. 141 |
General Study | p. 141 |
Documents Concerning the Methods of Computation | p. 143 |
| |
Tables 1 and 2 giving values of the coefficient m in Bazin and Rehbock formulas | p. 145 |
Tables 3 and 4 showing flow rate in litres/second per unit length (metre) of threshold length as given respectively by the Bazin and Rehbock formulas | p. 146 |
Computation of decantation conditions in a storm basin | p. 147 |
German method of dimensioning overflow basins in combined system (ATV 128) | p. 157 |
Case Studies | p. 165 |
Introduction | p. 167 |
Impact on the Seine River of the Discharge from Storm Weirs. Results Obtained by the Group 'Urban Catchment Areas' as part of the PIREN-Seine Programme | p. 171 |
Introduction | p. 171 |
Deoxygenation | p. 173 |
Heavy metals | p. 180 |
Conclusion | p. 185 |
Discussion | p. 185 |
Parisian Storm Weirs | p. 187 |
Present situation | p. 187 |
Programme of modernisation of storm weirs | p. 189 |
Case of Alma site | p. 193 |
Measurements on the Storm Weirs of Parisian | p. 197 |
Preamble: Characteristics of Parisian Weirs | p. 197 |
Approach used in a programme of measurement initiated in 1993 | p. 197 |
Solutions adopted | p. 200 |
Problems encountered | p. 201 |
Integration of development of weirs | p. 204 |
Conclusions | p. 205 |
Measurement of Water Quality in a Sewarage Network | p. 207 |
Introduction | p. 207 |
The ADES Instrument | p. 208 |
Initial calibration and intercalibration | p. 215 |
Management of ADES station | p. 232 |
ADES and management of the basin of Vitry-sur-Seine | p. 237 |
Conclusion | p. 240 |
Discussion | p. 240 |
Summary of Surveys of Weirs | p. 243 |
Weirs and bypasses | p. 243 |
Tanks associated with weirs | p. 250 |
Zones of collection of major weirs | p. 251 |
Management of works | p. 255 |
Management of Networks and Storm Weirs of the Parisian Agglomeration | p. 259 |
Introduction to zone studied | p. 259 |
Introduction to hydraulic simulations | p. 262 |
Consideration of qualitative parameters | p. 262 |
Conclusion | p. 267 |
Discussion | p. 268 |
Management of Interdepartmental Works of the Parisian Agglomeration | p. 269 |
Introduction | p. 269 |
The SCORE system | p. 271 |
Suppression of overflow at Clichy | p. 274 |
Overall management of sewerage | p. 278 |
Conclusion | p. 281 |
Discussion | p. 281 |
Treatment Plant of Acheres: a New Directive Plan on the 2001 Horizon | p. 285 |
Introduction | p. 285 |
Present situation | p. 285 |
Problems of the dry season | p. 288 |
Problems of the rainy season | p. 292 |
New Directive Plan for the Acheres Works | p. 292 |
Conclusion | p. 297 |
Strategy for Overall Management of Sewerage in Seine Saint Denis | p. 299 |
Preamble | p. 299 |
Complexity of network configuration: Example of the Vieille Mer-Moree catchment area | p. 299 |
Permanent upkeep of the destination of effluents | p. 302 |
Strategy for management of quality of discharge | p. 305 |
Discussion | p. 308 |
General Summary and Conclusions | p. 311 |
References | p. 317 |
General Works and Documents | p. 317 |
Regulations | p. 318 |
Recent Articles and Books | p. 318 |
Index | p. 327 |
Colour Plates | p. 144 |
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