MEASURING AND MODELING CHLORINE PROPAGATION IN WATER DISTRIBUTION-SYSTEMS

被引:31
|
作者
CLARK, RM
GRAYMAN, WM
GOODRICH, JA
DEININGER, RA
SKOV, K
机构
[1] S CENT CONNECTICUT REG WATER AUTHOR,MGR WATER QUAL,NEW HAVEN,CT 06511
[2] UNIV MICHIGAN,ANN ARBOR,MI 48109
关键词
D O I
10.1061/(ASCE)0733-9496(1994)120:6(871)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Until recently most emphasis on implementing Maximum Contaminant Levels (MCLs) under the Safe Drinking Water Act and its Amendments (SDWAA) has been focused on drinking water as it leaves the treatment plant. However, the SDWAA has been interpreted as requiring that its MCLs must be met at the consumer's tap. This interpretation has forced consideration of the drinking-water distribution system when measuring and monitoring contaminants for SDWAA compliance. It is increasingly apparent that water quality can undergo significant deterioration between the treatment plant and the consumer's tap. A field study conducted in conjunction with the South Central Connecticut Regional Water Authority using a contaminant propagation model demonstrated long residence times in one of its service areas, which suggested potential difficulties in maintaining chlorine residuals throughout the system. A follow-up study verified that maintaining residuals is difficult and demonstrated that a simple first-order decay model associated with modeling chlorine residuals is inadequate.
引用
收藏
页码:871 / 887
页数:17
相关论文
共 50 条
  • [1] MODELING CHLORINE RESIDUALS IN DRINKING-WATER DISTRIBUTION-SYSTEMS
    ROSSMAN, LA
    CLARK, RM
    GRAYMAN, WM
    [J]. JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1994, 120 (04): : 803 - 820
  • [2] MODELING CONTAMINANT PROPAGATION IN DRINKING-WATER DISTRIBUTION-SYSTEMS
    CLARK, RM
    GRAYMAN, WM
    MALES, RM
    HESS, AF
    [J]. JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1993, 119 (02): : 349 - 364
  • [3] MODELING FREE AND TOTAL CHLORINE DECAY IN POTABLE WATER DISTRIBUTION-SYSTEMS
    CHAMBERS, VK
    CREASEY, JD
    JOY, JS
    [J]. JOURNAL OF WATER SUPPLY RESEARCH AND TECHNOLOGY-AQUA, 1995, 44 (02): : 60 - 69
  • [4] STABILITY AND EFFECTIVENESS OF CHLORINE DISINFECTANTS IN WATER DISTRIBUTION-SYSTEMS
    OLIVIERI, VP
    SNEAD, MC
    KRUSE, CW
    KAWATA, K
    [J]. ENVIRONMENTAL HEALTH PERSPECTIVES, 1986, 69 : 15 - 29
  • [5] COLIFORM OCCURRENCE AND CHLORINE RESIDUAL IN SMALL WATER DISTRIBUTION-SYSTEMS
    GOSHKO, MA
    PIPES, WO
    CHRISTIAN, RR
    [J]. JOURNAL AMERICAN WATER WORKS ASSOCIATION, 1983, 75 (07): : 371 - 374
  • [6] MODELING WATER-QUALITY IN DISTRIBUTION-SYSTEMS
    MALES, RM
    GRAYMAN, WM
    CLARK, RM
    [J]. JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1988, 114 (02): : 197 - 209
  • [7] WATER-QUALITY MODELING IN DISTRIBUTION-SYSTEMS
    CLARK, RM
    [J]. JOURNAL OF ENVIRONMENTAL SCIENCE AND HEALTH PART A-ENVIRONMENTAL SCIENCE AND ENGINEERING & TOXIC AND HAZARDOUS SUBSTANCE CONTROL, 1992, A27 (05): : 1329 - 1366
  • [8] MEASURING DIFFERENTIAL PRESSURE ACCURATELY IN WATER DISTRIBUTION-SYSTEMS
    WALSKI, T
    [J]. WATER-ENGINEERING & MANAGEMENT, 1984, 131 (11): : 28 - 30
  • [9] DESIGNING CHLORINE SOLUTIONS DISTRIBUTION-SYSTEMS
    NAGEL, WS
    [J]. WATER & SEWAGE WORKS, 1980, : R64 - R66
  • [10] CONTAMINANT PROPAGATION IN DISTRIBUTION-SYSTEMS
    CLARK, RM
    GRAYMAN, WM
    MALES, RM
    [J]. JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1988, 114 (04): : 929 - 943