Preface |
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v | |
Contributors |
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xix | |
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Screening and Communication |
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1 | (20) |
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Function of Screens and Comminutors |
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1 | (1) |
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2 | (1) |
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2 | (1) |
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2 | (1) |
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Physical Characteristics and Hydraulic Considerations of Screens |
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3 | (2) |
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Cleaning Methods for Screens |
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5 | (1) |
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Quality and Disposal for Screens |
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6 | (1) |
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7 | (1) |
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Engineering Specifications and Experience |
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8 | (4) |
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Professional Association Specifications |
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8 | (3) |
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11 | (1) |
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12 | (3) |
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Summary of Screening Design Considerations |
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12 | (2) |
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Summary of Comminution Design Considerations |
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14 | (1) |
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15 | (6) |
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Example 1: Bar Screen Design |
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15 | (1) |
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Example 2: Bar Screen Head Loss |
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16 | (1) |
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Example 3: Plugged Bar Screen Head Loss |
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17 | (1) |
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Example 4: Screen System Design |
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17 | (1) |
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18 | (1) |
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18 | (3) |
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Flow Equalization and Neutralization |
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21 | (26) |
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21 | (1) |
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21 | (7) |
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Flow Equalization Basin Calculations |
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23 | (2) |
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Mixing and Aeration Requirements |
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25 | (1) |
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26 | (2) |
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28 | (4) |
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28 | (1) |
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29 | (1) |
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30 | (1) |
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31 | (1) |
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32 | (4) |
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Neutralization of Acidity |
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32 | (1) |
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Neutralization of Alkalinity |
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33 | (1) |
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Common Neutralization Treatments |
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34 | (2) |
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pH Neutralization Practices |
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36 | (3) |
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36 | (1) |
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36 | (1) |
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Influent pH Neutralization |
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36 | (1) |
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In-Process Neutralization |
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37 | (1) |
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38 | (1) |
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Chemicals for Neutralization |
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38 | (1) |
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Encapsulated Phosphate Buffers for In Situ Bioremediation |
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39 | (1) |
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Design of a Neutralization System |
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39 | (1) |
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40 | (7) |
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43 | (1) |
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44 | (3) |
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47 | (56) |
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47 | (1) |
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48 | (7) |
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50 | (2) |
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52 | (2) |
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54 | (1) |
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Mixing Processes and Equipment |
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55 | (31) |
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Mixing in Turbulent Fields |
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55 | (3) |
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Mechanical Mixing Equipment |
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58 | (11) |
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69 | (2) |
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71 | (2) |
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Mixing in Batch and Continuous Flow Systems |
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73 | (4) |
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77 | (7) |
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84 | (2) |
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86 | (17) |
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Pipes, Ducts, and Channels |
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86 | (3) |
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Self-Induced and Baffled Basins |
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89 | (1) |
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Mechanically Mixed Systems |
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90 | (9) |
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99 | (1) |
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100 | (3) |
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Coagulation and Flocculation |
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103 | (38) |
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103 | (1) |
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Applications of Coagulation |
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104 | (1) |
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104 | (1) |
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Municipal Wastewater Treatment |
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104 | (1) |
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Industrial Waste Treatment |
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104 | (1) |
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104 | (1) |
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Factors to be Considered in Process Selection |
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105 | (1) |
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Properties of Colloidal Systems |
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105 | (2) |
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Electrokinetic Properties |
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105 | (1) |
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106 | (1) |
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106 | (1) |
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106 | (1) |
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107 | (1) |
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Colloidal Structure and Stability |
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107 | (2) |
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Destabilization of Colloids |
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109 | (3) |
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110 | (1) |
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Adsorption and Charge Neutralization |
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110 | (1) |
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Entrapment of Particles in Precipitate |
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111 | (1) |
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Adsorption and Bridging between Particles |
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111 | (1) |
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112 | (2) |
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112 | (1) |
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112 | (1) |
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112 | (1) |
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Affinity of Colloids for Water |
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113 | (1) |
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113 | (1) |
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114 | (1) |
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114 | (1) |
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114 | (1) |
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114 | (4) |
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115 | (1) |
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116 | (1) |
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116 | (1) |
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Polymeric Inorganic Salts |
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117 | (1) |
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117 | (1) |
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118 | (1) |
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118 | (3) |
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119 | (1) |
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120 | (1) |
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Streaming Current Detector |
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121 | (1) |
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121 | (1) |
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122 | (2) |
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124 | (1) |
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125 | (2) |
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127 | (14) |
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137 | (1) |
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138 | (3) |
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141 | (58) |
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141 | (1) |
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142 | (1) |
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142 | (4) |
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142 | (2) |
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144 | (1) |
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145 | (1) |
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145 | (1) |
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146 | (1) |
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146 | (1) |
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Chemical Precipitation Principles |
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146 | (6) |
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146 | (1) |
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147 | (1) |
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Ionic Strength and Activity |
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148 | (1) |
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149 | (1) |
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150 | (1) |
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Common Ion Effect Example |
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150 | (1) |
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Soluble Complex Formation |
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151 | (1) |
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152 | (1) |
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152 | (1) |
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Chemical Precipitation Kinetics |
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152 | (3) |
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153 | (1) |
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153 | (1) |
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154 | (1) |
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Adsorption and Coprecipitation |
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154 | (1) |
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155 | (3) |
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155 | (1) |
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155 | (1) |
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Mixing, Flocculation, and Contact Equipment |
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156 | (1) |
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157 | (1) |
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157 | (1) |
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158 | (5) |
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158 | (1) |
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159 | (1) |
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160 | (1) |
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161 | (1) |
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Magnesium Oxide Precipitation |
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162 | (1) |
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Chemical Oxidation--Reduction Precipitation |
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162 | (1) |
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162 | (1) |
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162 | (1) |
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Other Chemical Precipitation Processes |
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163 | (1) |
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163 | (2) |
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Advantages and Limitations |
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163 | (1) |
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164 | (1) |
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165 | (1) |
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165 | (1) |
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165 | (1) |
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165 | (34) |
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169 | (1) |
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170 | (4) |
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174 | (25) |
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Recarbonation and Softening |
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199 | (30) |
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199 | (1) |
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199 | (2) |
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Softening and Recarbonation Process Chemistry |
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201 | (2) |
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Lime/Soda Ash Softening Process |
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203 | (2) |
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205 | (1) |
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Other Related Process Applications |
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206 | (2) |
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Chemical Coagulation Using Magnesium Carbonate as a Coagulant |
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206 | (1) |
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Recovery of Magnesium as Magnesium Carbonate |
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207 | (1) |
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Recovery of Calcium Carbonate as Lime |
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207 | (1) |
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Recarbonation of Chemically Treated Wastewaters |
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208 | (1) |
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208 | (7) |
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Sources of Carbon Dioxide |
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208 | (2) |
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210 | (2) |
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Carbon Dioxide Quantities |
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212 | (1) |
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Step-by-Step Design Approach |
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212 | (3) |
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Design and Application Examples |
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215 | (14) |
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226 | (1) |
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227 | (1) |
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227 | (2) |
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229 | (42) |
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229 | (4) |
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Dissolved Oxygen and Concept of Oxidation |
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230 | (1) |
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The Definition of Oxidation State |
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231 | (2) |
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233 | (10) |
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Stoichiometry of Oxidation--Reduction Processes |
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234 | (2) |
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Thermodynamics of Chemical Oxidation |
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236 | (4) |
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Kinetic Aspects of Chemical Oxidation |
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240 | (3) |
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Oxygenated Reagent Systems |
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243 | (13) |
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Aeration in Water Purification and Waste Treatment |
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243 | (3) |
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Hydrogen Peroxide and Peroxygen Reagents |
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246 | (2) |
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High-Temperature Wet Oxidation |
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248 | (8) |
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Transition-Metal Ion Oxidation Systems |
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256 | (5) |
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256 | (2) |
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258 | (3) |
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Recent Developments in Chemical Oxidation |
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261 | (3) |
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261 | (1) |
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Ultraviolet (UV) Processes |
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262 | (1) |
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263 | (1) |
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Supercritical Water Oxidation |
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264 | (1) |
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264 | (1) |
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264 | (7) |
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268 | (1) |
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269 | (2) |
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Halogenation and Disinfection |
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271 | (44) |
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271 | (3) |
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Chemistry of Halogenation |
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274 | (11) |
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274 | (1) |
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274 | (1) |
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Chlorine Reactions with Nitrogenous Matter |
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275 | (4) |
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Chlorine Reactions with Other Inorganics |
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279 | (2) |
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Chlorine Dioxide (ClO2) Applications |
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281 | (1) |
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Chlorine Dioxide Generation |
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281 | (1) |
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Chlorine Dioxide Reaction with Nitrogenous Matter |
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282 | (1) |
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Chlorine Dioxide Reactions with Phenolic Compounds and Other Substances |
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283 | (1) |
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283 | (1) |
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283 | (1) |
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Bromine Reactions with Nitrogenous Matter |
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284 | (1) |
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284 | (1) |
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284 | (1) |
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Iodine Reactions with Nitrogenous Matter |
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285 | (1) |
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Disinfection with Halogens |
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285 | (3) |
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Modes and Rate of Killing in Disinfection Process |
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285 | (1) |
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286 | (1) |
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Disinfection Control with Biological Tests |
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287 | (1) |
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Disinfectant Concentration |
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288 | (1) |
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Chlorine and Chlorination |
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288 | (6) |
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Chlorine Compounds and Elemental Chlorine |
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289 | (1) |
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290 | (1) |
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Chlorine Handling Equipment |
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291 | (1) |
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Measurement of Chlorine Residuals |
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291 | (1) |
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292 | (1) |
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293 | (1) |
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Chlorine Dioxide Disinfection |
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294 | (1) |
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294 | (1) |
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295 | (1) |
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295 | (1) |
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295 | (1) |
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Recent Developments in Halogenation Technology |
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296 | (4) |
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Recent Environmental Concerns and Regulations |
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296 | (1) |
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297 | (1) |
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298 | (1) |
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298 | (1) |
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299 | (1) |
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299 | (1) |
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300 | (1) |
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Disinfection System Design |
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300 | (5) |
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Design Considerations Summary |
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300 | (1) |
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301 | (2) |
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Potable Water Disinfection |
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303 | (2) |
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Design and Application Examples |
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305 | (10) |
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Example 1 (Wastewater Disinfection) |
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305 | (3) |
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Example 2 (Potable Water Disinfection) |
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308 | (1) |
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Example 3 (Glossary of Halogenation, Chlorination, Oxidation, and Disinfection) |
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308 | (3) |
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311 | (1) |
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311 | (4) |
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315 | (44) |
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315 | (1) |
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315 | (1) |
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Alternative Disinfectants |
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316 | (1) |
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Properties and Chemistry of Ozone |
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316 | (3) |
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316 | (1) |
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316 | (1) |
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317 | (2) |
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Advantages and Disadvantages |
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319 | (1) |
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319 | (2) |
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Disinfection Against Pathogens |
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319 | (1) |
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320 | (1) |
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Iron and Manganese Removal |
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320 | (1) |
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320 | (1) |
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Control of Taste and Odor |
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321 | (1) |
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Elimination of Organic Chemicals |
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321 | (1) |
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321 | (1) |
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Aid in Coagulation and Destabilization of Turbidity |
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321 | (1) |
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Process and Design Considerations |
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321 | (19) |
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321 | (1) |
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Disinfection of Water by Ozone |
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322 | (2) |
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Disinfection of Wastewater by Ozone |
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324 | (9) |
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333 | (1) |
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334 | (3) |
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Advanced Oxidation Processes |
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337 | (3) |
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340 | (9) |
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341 | (3) |
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344 | (1) |
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344 | (1) |
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345 | (3) |
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Destruction of Ozone Contactor Exhaust Gas |
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348 | (1) |
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349 | (1) |
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Costs of Ozonation Systems |
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349 | (4) |
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349 | (3) |
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352 | (1) |
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353 | (1) |
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Operating and Maintenance Costs |
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353 | (1) |
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353 | (6) |
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354 | (1) |
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355 | (4) |
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359 | (20) |
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359 | (3) |
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Mechanisms of Electrolysis |
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362 | (1) |
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Organic and Suspended Solids Removal |
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363 | (3) |
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Organic and Suspended Solids Removal by Regular Electrolysis |
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363 | (1) |
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Organic and Suspended Solids Removal by Electrocoagulation |
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364 | (2) |
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366 | (2) |
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368 | (1) |
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369 | (1) |
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369 | (1) |
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370 | (2) |
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Remediation of Nitroaromatic Explosives-Contaminated Groundwater |
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372 | (2) |
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Electrolysis-Stimulated Biological Treatment |
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374 | (5) |
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375 | |
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Electrolytic Oxygen Generation |
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374 | (2) |
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376 | (3) |
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379 | (52) |
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379 | (1) |
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379 | (1) |
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Definition and Objective of Sedimentation |
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380 | (1) |
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Significance of Sedimentation in Water and Wastewater Treatment |
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380 | (1) |
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380 | (1) |
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381 | (9) |
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382 | (4) |
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386 | (1) |
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387 | (3) |
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390 | (1) |
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Sedimentation Tanks in Water Treatment |
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390 | (4) |
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390 | (1) |
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391 | (1) |
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392 | (1) |
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392 | (1) |
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392 | (1) |
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393 | (1) |
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Sedimentation Tanks in Wastewater Treatment |
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394 | (4) |
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General Consideration and Basis of Design |
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394 | (1) |
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395 | (1) |
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395 | (3) |
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398 | (5) |
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398 | (1) |
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399 | (1) |
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400 | (2) |
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402 | (1) |
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Gravity Thickening in Sludge Treatment |
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403 | (3) |
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Design of Sludge Thickeners |
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405 | (1) |
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406 | (6) |
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Theory of Shallow Depth Settling |
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407 | (2) |
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409 | (1) |
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410 | (1) |
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411 | (1) |
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Sedimentation in Air Streams |
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412 | (2) |
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412 | (1) |
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413 | (1) |
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414 | (4) |
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414 | (1) |
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414 | (2) |
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416 | (1) |
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416 | (2) |
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418 | (13) |
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426 | (1) |
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427 | (2) |
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Appendix: US Yearly Average Cost Index for Utilities |
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429 | (2) |
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431 | (70) |
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431 | (4) |
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Adsorptive Bubble Separation Processes |
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431 | (3) |
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434 | (1) |
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Historical Development of Clarification Processes |
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435 | (5) |
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Conventional Sedimentation Clarifiers |
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435 | (2) |
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Innovative Flotation Clarifiers |
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437 | (3) |
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Dissolved Air Flotation Process |
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440 | (4) |
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440 | (1) |
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441 | (2) |
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Factors Affecting Dissolved Air Flotation |
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443 | (1) |
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Dissolved Air Flotation Theory |
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444 | (9) |
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Gas-to-Solids Ratio of Full Flow Pressurization System |
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444 | (2) |
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Gas-to-Solids Ratio of Partial Flow Pressurization System |
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446 | (1) |
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Gas-to-Solids Ratio of Recycle Flow Pressurization |
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447 | (1) |
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Air Solubility in Water at 1 Atm |
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448 | (1) |
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449 | (1) |
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449 | (2) |
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451 | (2) |
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Design, Operation, and Performance |
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453 | (2) |
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455 | (1) |
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Performance and Reliability |
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455 | (1) |
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455 | (2) |
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Sampling, Tests, and Monitoring |
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457 | (1) |
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457 | (1) |
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Laboratory and Field Tests |
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457 | (1) |
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Procedures and Apparatus for Chemical Coagulation Experiments |
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457 | (2) |
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Procedures and Apparatus for Laboratory Dissolved Air Flotation Experiments |
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459 | (3) |
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Full Flow Pressurization System |
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459 | (1) |
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Partial Flow Pressurization System |
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460 | (1) |
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Recycle-Flow Pressurization System |
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461 | (1) |
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Normal Operating Procedures |
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462 | (2) |
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462 | (1) |
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463 | (1) |
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464 | (1) |
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464 | (1) |
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Emergency Operating Procedures |
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464 | (1) |
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464 | (1) |
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Loss of Other Treatment Units |
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465 | (1) |
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Operation and Maintenance |
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|
465 | (3) |
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465 | (1) |
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465 | (1) |
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Construction and O&M Costs |
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465 | (1) |
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465 | (1) |
|
Maintenance Considerations |
|
|
466 | (2) |
|
Environmental Impact and Safety Considerations |
|
|
468 | (1) |
|
Recent Developments in Dissolved Air Flotation Technology |
|
|
468 | (4) |
|
General Recent Developments |
|
|
468 | (2) |
|
Physiochemical SBR-DAF Process for Industrial and Municipal Applications |
|
|
470 | (1) |
|
Adsorption Flotation Processes |
|
|
471 | (1) |
|
|
471 | (1) |
|
Combined Sedimentation and Flotation |
|
|
472 | (1) |
|
Application and Design Examples |
|
|
472 | (29) |
|
|
491 | (1) |
|
|
492 | (1) |
|
|
493 | (8) |
|
|
501 | (44) |
|
|
|
|
|
|
|
501 | (1) |
|
Physical Nature of Gravity Filtration |
|
|
502 | (2) |
|
|
502 | (2) |
|
|
504 | (1) |
|
|
504 | (1) |
|
|
504 | (6) |
|
|
505 | (4) |
|
|
509 | (1) |
|
Design Considerations of Gravity Filters |
|
|
510 | (12) |
|
|
510 | (1) |
|
Filter Physical Variables |
|
|
511 | (6) |
|
Filter Operating Variables |
|
|
517 | (5) |
|
|
522 | (5) |
|
|
522 | (1) |
|
Reclamation of Wasterwater |
|
|
522 | (5) |
|
|
527 | (18) |
|
|
539 | (1) |
|
|
540 | (5) |
|
Polymeric Adsorption and Regenerant Distillation |
|
|
545 | (28) |
|
|
|
|
|
545 | (2) |
|
Polymeric Adsorption Process Description |
|
|
547 | (1) |
|
|
547 | (1) |
|
|
547 | (1) |
|
|
547 | (1) |
|
Polymeric Adsorption Applications and Evaluation |
|
|
548 | (2) |
|
|
548 | (2) |
|
|
550 | (1) |
|
|
550 | (2) |
|
|
550 | (2) |
|
|
552 | (1) |
|
|
552 | (1) |
|
|
552 | (5) |
|
Adsorption Bed, Adsorbents, and Regenerants |
|
|
552 | (3) |
|
|
555 | (2) |
|
|
557 | (3) |
|
Distillation Process Description |
|
|
557 | (1) |
|
Distillation Types and Modifications |
|
|
557 | (3) |
|
Distillation Process Evaluation |
|
|
560 | (1) |
|
Design and Application Examples |
|
|
560 | (13) |
|
|
570 | (1) |
|
|
571 | (2) |
|
Granular Activated Carbon Adsorption |
|
|
573 | (62) |
|
|
|
|
|
|
|
573 | (3) |
|
Process Flow Diagrams for GAC Process |
|
|
576 | (1) |
|
|
577 | (8) |
|
Design of Granular Activated Carbon Columns |
|
|
585 | (6) |
|
|
585 | (5) |
|
Pilot Plant and Laboratory Column Tests |
|
|
590 | (1) |
|
|
591 | (1) |
|
Factors Affecting GAC Adsorption |
|
|
592 | (1) |
|
Adsorbent Characteristics |
|
|
592 | (1) |
|
Adsorbate Characteristics |
|
|
592 | (1) |
|
Performance and Case Studies |
|
|
593 | (2) |
|
Economics of Granular Activated Carbon System |
|
|
595 | (7) |
|
|
602 | (21) |
|
Historical and Recent Developments in Granular Activated Carbon Adsorption |
|
|
623 | (12) |
|
Adsorption Technology Milestones |
|
|
623 | (2) |
|
Downflow Conventional Biological GAC Systems |
|
|
625 | (2) |
|
Upflow Fluidized Bed Biological GAC System |
|
|
627 | (1) |
|
|
628 | (2) |
|
|
630 | (5) |
|
Physicochemical Treatment Processes for Water Reuse |
|
|
635 | (42) |
|
Saravanamuthu Vigneswaran |
|
|
|
Durgananda Singh Chaudhary |
|
|
|
|
635 | (1) |
|
Conventional Physicochemical Treatment Processes |
|
|
636 | (22) |
|
|
636 | (15) |
|
Application of the Physicochemical Processes in Wastewater Treatment and Reuse |
|
|
651 | (7) |
|
|
658 | (19) |
|
|
658 | (3) |
|
Application of Membrane Processes |
|
|
661 | (14) |
|
|
675 | (2) |
|
Introduction to Sludge Treatment |
|
|
677 | (28) |
|
|
|
|
|
|
677 | (1) |
|
|
678 | (6) |
|
|
678 | (3) |
|
|
681 | (1) |
|
|
681 | (1) |
|
|
682 | (2) |
|
|
684 | (7) |
|
|
684 | (1) |
|
|
685 | (2) |
|
|
687 | (4) |
|
|
691 | (8) |
|
|
691 | (4) |
|
|
695 | (4) |
|
|
699 | (6) |
|
|
699 | (2) |
|
|
701 | (1) |
|
|
702 | (1) |
|
|
703 | (2) |
Index |
|
705 | |