LIMESTONE CONTACTORS

 LIST OF CONTENTS

  Introduction

  Process Description

  Typical Contactor

  Design Criteria

  Photos, Plans & Specs

  Treatment Performance

  Operational Skills

  Automation Potential

  Advantages

  Limitations & Concerns

  Pilot Plant Objectives

  Costs 

  References

  Contacts & Facilities

 

TREATMENT PERFORMANCE

The performance of limestone contactor in stabilizing water is discussed below by presenting data taken before and after limestone contactors were installed in Mars Hill, Maine; Bredasdorp and Stellenbosch, South Africa.

(A) Limestone Contactor Performance in Mars Hill, Maine:

Prior to installation of limestone contactor in October 1998, Mars Hill, Maine exceeded the Lead and Copper Rule (Spencer, 2000). The 90th percentile lead level was 0.017 mg/L and copper level was 1.3 mg/L. Part of the cause was believed to be low pH. Installing a limestone contactor raised the pH and significantly reduced the lead and copper level.

10 shows that the pH of treated water in Mars Hill increased after stabilization using limestone contactor.

11 shows that limestone stabilization decreased the 90th percentile lead level from 0.017 mg/L in Fall 1996 to 0.008 mg/L in Spring and 0.006 mg/L in Fall 1999.

12 shows that the 90th percentile copper concentration was reduced from 1.3 mg/L in Fall 1998 to 0.5 mg/L in Spring and 0.65 mg/L in Fall 1999.

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