limestone contactors- steady state design relationships
TRANSCRIPT
Journal of Environmental Engineering
<Previous Article Volume 117, Issue 3 (May 1991) Next Article >
Letterman, R., Hadad, M., and Driscoll, C. (1991). ”Limestone Contactors: Steady‐State
Design Relationships.” J. Environ. Eng.,117(3), 339–358.
TECHNICAL PAPERS
Limestone Contactors: Steady‐State Design Relationships
Article History
Published: 01 May 1991
Publication Data
ISSN (print): 0733-9372
ISSN (online): 1943-7870
Publisher: American Society of Civil Engineers
Raymond D. Letterman, Member, ASCE1; Marwan Hadad
2; and Charles T. Driscoll
3
1Prof., Dept. of Civ. and Envir. Engrg., Syracuse Univ., Syracuse, NY 13244
2Prof., Dept. of Civ. Engrg., An‐Najah Univ., Nablus, West Bank, Israel
3Prof., Dept. of Civ. and Envir. Engrg., Syracuse Univ., Syracuse, NY
Abstract:
Limestone contactors can mitigate corrosion in small water‐supply systems that use
dilute, acidic water. As water is transported through a packed bed of crushed
limestone, CaCO3dissolves and the pH, calcium‐ion concentration, and alkalinity
increase. Operation of a contactor can be effectively modeled by considering the rate of
dissolution and interfacial transport of calcium ions. The steady‐state model developed
and tested in this study relates the depth of limestone required in the contactor to the
desired effluent water chemistry, influent water chemistry, limestone‐particle size and
shape, bed porosity, water temperature, and superficial velocity. The magnitude of the
rate constant that describes the release of calcium ions from the calcite surface varies
with the pH at the particle surface. When this pH is less than about 9.5, the rate constant
for the surface reaction becomes large, and the rate of dissolution tends to be controlled
solely by the transport of calcium ions away from the interface.