CONTENTS.
| PAGE | ||
|---|---|---|
| Chapter I. | Introduction. | [1] |
| II. | Continuous Filters and their Construction | [5] |
Sedimentation-basins | [8] | |
Size of Filter-beds | [10] | |
Form of Filter-beds | [11] | |
Covers for Filters | [12] | |
| III. | Filtering-materials | [20] |
Sand | [20] | |
Sands Used in European Filters | [24] | |
Effect of Size of Grain Upon Efficiency of Filtration | [30] | |
Effect of Grain Size Upon Frequency of Scraping | [32] | |
Selection of Sand | [33] | |
Thickness of the Sand Layer | [34] | |
Underdraining | [35] | |
Gravel Layers | [35] | |
Underdrains | [39] | |
Depth of Water on Filters | [45] | |
| IV. | Rate of Filtration and Loss of Head | [47] |
Effect of Rate Upon Cost of Filtration | [48] | |
Effect of Rate Upon Efficiency of Filtration | [50] | |
The Loss of Head | [52] | |
Regulation of the Rate and Loss of Head in the Older Filters | [52] | |
Apparatus For Regulating the Rate and Loss of Head | [55] | |
Apparatus For Regulating the Rate Directly | [57] | |
Apparatus For Regulating the Height of Water Upon Filters | [59] | |
Limit to the Loss of Head | [60] | |
| V. | Cleaning Filters | [68] |
Frequency of Scraping | [72] | |
Quantity of Sand to Be Removed | [74] | |
Wasting the Effluents After Scraping | [74] | |
Sand-washing | [76] | |
| VI. | Theory and Efficiency of Filtration | [83] |
Bacterial Examination of Waters | [93] | |
| VII. | Intermittent Filtration | [97] |
The Lawrence Filter | [100] | |
Chemnitz Water-Works | [107] | |
Application of Intermittent Filtration | [111] | |
| VIII. | Turbidity and Color, and the Effect of Mud upon Sand Filters | [113] |
The Measurement of Color | [114] | |
Amount of Color in American Waters | [115] | |
Removal of Color | [117] | |
Measurement of Turbidity | [117] | |
Relation of Platinum-wire Turbidities to Suspended Matters | [122] | |
Source of Turbidity | [123] | |
The Amounts of Suspended Matters in Water | [129] | |
Preliminary Processes to remove Mud | [133] | |
Effect of Mud upon Sand Filters | [137] | |
Effect of Turbidity Upon the Length of Period | [137] | |
Power of Sand Filters to Produce Clear Effluents from Muddy Water | [139] | |
Effect of Mud Upon Bacterial Efficiency of Filters | [141] | |
Limits to the Use of Subsidence for the Preliminary Treatment of MuddyWaters | [142] | |
| IX. | Coagulation of Waters | [144] |
Substances used for Coagulation | [145] | |
Coagulants Which Have Been Used | [150] | |
Amount of Coagulant required to remove Turbidity | [150] | |
Amount of Coagulant required to remove Color | [153] | |
Successive Applications of Coagulant | [154] | |
The Amount of Coagulant which Various Waters will receive | [155] | |
| X. | Mechanical Filters | [159] |
Providence Experiments | [159] | |
Louisville_Experiments | [161] | |
Lorain Tests | [161] | |
Pittsburg Experiments | [162] | |
Wasting Effluent After Washing Filters | [163] | |
Influence of Amount of Sulphate of Alumina on Bacterial Efficiency ofMechanical Filters | [165] | |
Influence of Degree of Turbidity upon Bacterial Efficiency of Mechanical Filters | [167] | |
Average Results Obtained with Various Quantities of Sulphate of Alumina | [171] | |
Types of Mechanical Filters | [172] | |
Efficiency of Mechanical Filters | [179] | |
Pressure Filters | [180] | |
| XI. | Other Methods of Filtration | [181] |
Worms Tile System | [181] | |
The Use of Asbestos | [181] | |
Filters Using High Rates of Filtration Without Coagulants | [182] | |
Household Filters | [183] | |
| XII. | Removal of Iron from Ground-waters | [186] |
Amount of Iron Required to Render Water Objectionable | [186] | |
Cause of Iron in Ground-waters | [187] | |
Treatment of Iron-containing Waters | [189] | |
Iron-removal Plants in Operation | [192] | |
| XIII. | Treatment of Waters | [197] |
Cost of Filtration | [200] | |
What Waters Require Filtration | [207] | |
| XIV. | Water-supply and Disease—Conclusions | [210] |
| Appendix I. | Rules of the German Government in Regard to the Filtration ofSurface-waters Used For Public Water-supplies | [221] |
| II. | Extracts from “Bericht Des Medicinal-inspectorats Des HamburgischenStaates Für Das Jahr 1892” | [226] |
| III. | Methods of Sand-analysis | [233] |
| IV. | Filter Statistics | [241] |
Statistics of Operation of Sand Filters | [241] | |
Partial List of Cities Using Sand Filters | [244] | |
List of Cities and Towns Using Mechanical Filters | [247] | |
Notes Regarding Sand Filters in the United States | [251] | |
Capacity of Filters | [254] | |
| V. | London’s Water-supply | [255] |
| VI. | The Berlin Water-works | [261] |
| VII. | Altona Water-works | [265] |
| VIII. | Hamburg Water-works | [269] |
| IX. | Notes on Some Other European Water-supplies | [272] |
The Use of Unfiltered Surface-waters. | [275] | |
The Use of Ground-water. | [276] | |
| X. | Literature of Filtration | [277] |
| XI. | The Albany Water-filtration Plant | [288] |
Description of Plant. | [289] | |
Capacity of Plant and Means of Regulation. | [308] | |
Results of Operation. | [314] | |
Cost of Construction. | [314] | |
| Index | [317] | |