AIChE Symposium Series, Issues 149-151American Institute of Chemical Engineers, 1975 |
From inside the book
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Page 27
... effluent leaving the waste treatment facility rather than on the raw wastewater entering it . Many published references and other information sources could be used to estimate the treated effluent waste loads from refineries . Review ...
... effluent leaving the waste treatment facility rather than on the raw wastewater entering it . Many published references and other information sources could be used to estimate the treated effluent waste loads from refineries . Review ...
Page 195
... effluent to be wasted , and effluent that can be reused . Broadly speaking , the last 1/3 of the brine effluent ( before excessive rinse dilution ) is suitable for reuse . The Brine Recovery System must be installed properly to collect ...
... effluent to be wasted , and effluent that can be reused . Broadly speaking , the last 1/3 of the brine effluent ( before excessive rinse dilution ) is suitable for reuse . The Brine Recovery System must be installed properly to collect ...
Page 339
... effluent and receiv- ing water quality standards and cri- teria . The effluent standards are based on the US EPA's concept of what is termed the best practicable and best available treatment technology from a particular source of waste ...
... effluent and receiv- ing water quality standards and cri- teria . The effluent standards are based on the US EPA's concept of what is termed the best practicable and best available treatment technology from a particular source of waste ...
Contents
FOREWORD | 1 |
RELATIONSHIP OF SMOG AEROSOL SIZE AND CHEMICAL ELEMENT DISTRIBUTIONS | 7 |
NATURAL AND POLLUTION SOURCES OF TRACE ELEMENTS IN ATMOSPHERIC | 16 |
Copyright | |
24 other sections not shown
Common terms and phrases
acid activated carbon adsorbed adsorption alumina ammonia anionic blowdown brine bubble calcium calculated cell Chem chemical chemisorption chloride collector column compounds concentration constant contact angle containing cooling tower cost curves density determined discharge EDTA effect effluent electron environmental Equation equilibrium experimental feed filter floatability flotation flow rate flux foam froth froth flotation Fuerstenau gal./day ground water heat hematite hydrogen hydrophobic increase industrial injection interface isotherm kinetics layer liquid membrane ment molybdenite oleate operation organic oxidation oxygen particles percent pH range plant precipitation present pressure pyrolysis quartz ratio reaction recovery recycle regeneration removal reuse reverse osmosis samples SCAP shown in Figure sludge sodium soluble solution species spills Spiractor stibnite stream sulfate sulfur surface tension surfactant suspended solids suspension Table tank temperature tests tion treatment ultrafiltration values volume waste wastewater water quality xanthate zeta potential