Deleading wastewater reduction process
OwnerWIlliam F. Clanceyinventor
Life of this patent
Estimating the term…
Abstract
This invention provides a fast and efficient method and process to remove lead from washwater streams that are part of the deleading process. By employing a two step process using epsom salts as a precipitating chemical to convert dilute lead concentrations into a very slightly soluble solid and then processing the small residue with a reverse osmosis unit the lead is totally removed from part of the water and the lead containing reject stream from the reverse osmosis unit is recucled through the process to again treat the lead. A reduction in total waste volume of over 90% is achieved.
Claims18
A mobile unit for removing chlorine and heavy metals from a waste water stream, comprising:
- first means for precipitating a major portion of said heavy metals from said stream including a mixing tank having an inlet for receiving said stream and precipitating chemicals, an overflow outlet, and sludge outlet, and further including a decant tank having an inlet for communicating with said overflow outlet, a decant outlet, and a sludge outlet;
- second means for removing said chlorine and remaining heavy metals, including a series of at least two filters, any one upstream of which having a larger pore size, than any one downstream of which;
- said series having an inlet for communicating with said decant outlet and a filter outlet;
- and a reverse osmosis unit having and inlet for communicating with said filter outlet, a reject outlet for communicating with said mixing tank inlet and a potable water outlet;
- and
- means for enabling mobile transport of said unit to a source of waste water.
A process for removing chlorine and heavy metals from a waste water stream, comprising:
- providing a mobile unit for removing chlorine and heavy metals from a waste water stream, which comprises:
- first means for precipitating a major portion of said heavy metals from said stream, including a mixing tank having an inlet for receiving said stream and precipitation chemicals, an overflow outlet, and a sludge outlet, and further including a decant tank having an inlet for communicating with said overflow outlet, a decant outlet and a sludge outlet;
- second means for removing said chlorine and remaining heavy metals, including a series of at least two filters, any one upstream of which having a larger pore size than any one downstream of which;
- said series having an inlet for communicating with said decant outlet and a filter outlet;
- and a reverse osmosis unit having an inlet for communicating with said mixing filter outlet, a reject outlet for communicating with said mixing tank inlet and a potable water outlet;
- and
- means for enabling mobile transport of said unit to a source of waste water;
- mobilizing said transporting unit to a source of water which contains chlorine and heavy metals;
- feeding a stream of said waste water into said inlet for receiving said stream;
- and
- withdrawing potable water from said potable water inlet.
The process in 2 where the chemicals used include epsom salts or magnesium sulfate.
The process in 3 where said epsom salts of magnesium sulfate are used in a controlled pH ranging from 6 to 8.
The process in 4 where the pH of the chemical and wastewater mixture is controlled by addition of acetic acid
The process in 4 where the pH of the chemical and wastewater mixture is controlled by a mineral acid which has ions with molecular size greater than that of water.
The process in 4 where said pH additives are intermixed with said epsom salts in a ratio that adds an excess of epsom salts to ensure precipitation.
The process in 4 where a secondary filter is utilized prior to said reverse osmosis unit which has smaller pore size than said series of filters, said secondary filter protecting said reverse osmosis unit.
The process in 5 where the pH is controlled by automatic controlling means.
The process in 2 where an additional pump is supplied to ensure pressure and flow to said reverse osmosis unit.
The process in 11 where a series of tanks is employed and where the first tank is used to adjust pH and add chemicals and one or more secondary tank is used to settle precipitate from said treated wastewater.
The process in 12 where said secondary tanks are baffled to enhance settling of precipitates.
The process in 12 where said secondary tanks have additive feeders feeding a flocculating compound which enhances said settling of precipitate.
The process in 11 where a filter is added to remove precipitated sludge from the bottom of said tank and said sludge filtrate is returned to said tank.
The process in 15 where the filter is a centrifugal filter.
The process in 11 where a preliminary step is added which is a screen filtration to remove scrapings and large solid lumps.
The process in 11 where said reverse osmosis unit is further backflushed by backflushing means using the lead free water stream to reduce clogging of the reverse osmosis membrane.
Dependencies are inferred from the claim text.