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REMOVAL OF FLUORIDE AND PHOSPHORUS FROM PHOSPHORIC ACID WASTES WITH TWO-STAGE LIME TREATMENT Gregory A. Mooney, Manager Cliff G. Thompson, Regional Manager Black, Crow and Eidsness, Inc. A Division of CH2M Hill Montgomery, Alabama 36104 Alfred T. Nogueira. Engineer Agrico Chemical Company Donaldsonville, Louisiana 70346 INTRODUCTION Production of phosphoric acid in the fertilizer industry generates considerable quantities of acidic cooling water with high concentrations of phosphorus and fluoride [ 1 ]. These problems are particularly acute in areas where a large amount of the annual rainfall occurs over a relatively short portion of the year, resulting in required storage of runoff from large land areas used for waste gypsum stacking and evaporative cooling ponds. Even though many production facilities are in a negative water balance on an annual average basis, these periodic hydrologic imbalances frequently exceed available storage and discharge of cooling pond water is necessary. Increasing pond depths can reduce the magnitude of the problem, but this is extremely expensive for existing facilities. Use of cooling towers to replace evaporative cooling does not eliminate treatment requirements since blowdown from the tower system is necessary. This paper discusses the development and design of a liming system to treat waste flows that result after every effort is made to manage pond systems and to reuse cooling water in production processes. Regulatory Requirements Established EPA effluent guidelines require that there be no discharge of process cooling water. Exceptions are made for discharge with treatment to established limits when pond discharge is necessary. EPA requires maintenance of pond surge capacity equal to the runoff from a 10-year 24-hour rainfall event for BPT, and a 25-year 24-hour rainfall event for BAT and new sources. Treatment may begin when the pond level rises into the surge capacity, and must begin at the mid-point of the surge capacity. Effluent limitations are concentration-based with average limits of 25 mg/1 and 35 mg/1 for fluoride and phosphorus respectively. An additional limit of 9 picocuries/liter of radium-226 radiation was established [2]. Need for Studies In the Guidelines Document which proceeded these standards, double lime treatment was established as the available technology for BPT, BAT, and new sources with little 286
Object Description
Purdue Identification Number | ETRIWC1978032 |
Title | Removal of fluoride and phosphorus from phosphoric acid wastes with two-stage lime treatment |
Author |
Mooney, Gregory A. Thompson, Cliff G. Nogueira, Alfred T. |
Date of Original | 1978 |
Conference Title | Proceedings of the 33rd Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://e-archives.lib.purdue.edu/u?/engext,27312 |
Extent of Original | p. 286-295 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University LIbraries |
Rights Statement | Digital object copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Date Digitized | 2009-06-22 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page0286 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Transcript | REMOVAL OF FLUORIDE AND PHOSPHORUS FROM PHOSPHORIC ACID WASTES WITH TWO-STAGE LIME TREATMENT Gregory A. Mooney, Manager Cliff G. Thompson, Regional Manager Black, Crow and Eidsness, Inc. A Division of CH2M Hill Montgomery, Alabama 36104 Alfred T. Nogueira. Engineer Agrico Chemical Company Donaldsonville, Louisiana 70346 INTRODUCTION Production of phosphoric acid in the fertilizer industry generates considerable quantities of acidic cooling water with high concentrations of phosphorus and fluoride [ 1 ]. These problems are particularly acute in areas where a large amount of the annual rainfall occurs over a relatively short portion of the year, resulting in required storage of runoff from large land areas used for waste gypsum stacking and evaporative cooling ponds. Even though many production facilities are in a negative water balance on an annual average basis, these periodic hydrologic imbalances frequently exceed available storage and discharge of cooling pond water is necessary. Increasing pond depths can reduce the magnitude of the problem, but this is extremely expensive for existing facilities. Use of cooling towers to replace evaporative cooling does not eliminate treatment requirements since blowdown from the tower system is necessary. This paper discusses the development and design of a liming system to treat waste flows that result after every effort is made to manage pond systems and to reuse cooling water in production processes. Regulatory Requirements Established EPA effluent guidelines require that there be no discharge of process cooling water. Exceptions are made for discharge with treatment to established limits when pond discharge is necessary. EPA requires maintenance of pond surge capacity equal to the runoff from a 10-year 24-hour rainfall event for BPT, and a 25-year 24-hour rainfall event for BAT and new sources. Treatment may begin when the pond level rises into the surge capacity, and must begin at the mid-point of the surge capacity. Effluent limitations are concentration-based with average limits of 25 mg/1 and 35 mg/1 for fluoride and phosphorus respectively. An additional limit of 9 picocuries/liter of radium-226 radiation was established [2]. Need for Studies In the Guidelines Document which proceeded these standards, double lime treatment was established as the available technology for BPT, BAT, and new sources with little 286 |
Resolution | 300 ppi |
Color Depth | 8 bit |
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