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Intrusion within a Simulated Water Distribution System due to Hydraulic Transients. II: Volumetric Method and Comparison of Results

Author(s): (Assistant Professor, Dept. of Civil and Environmental Engineering, Tulane Univ., New Orleans, LA 70118.)
(Graduate Student, Dept. of Civil and Environmental Engineering, Tulane Univ., New Orleans, LA 70118.)
(Senior Engineer, Economic and Engineering Services, Inc., 10900 NE 4th St., Ste. 1110, Bellevue, WA 98004.)
(Principal, Economic and Engineering Services, Inc., 626 Columbia St. NW, Ste. 2A, Olympia, WA 98501.)
(Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506.)
(Professor, Dept. of Mechanical Engineering, Univ. of Kentucky, Lexington, KY 40506.)
(Principal, Economic and Engineering Services, Inc., 10900 NE 4th St., Ste. 1110, Bellevue, WA 98004.)
Medium: journal article
Language(s): English
Published in: Journal of Environmental Engineering (ASCE), , n. 7, v. 130
Page(s): 778-783
DOI: 10.1061/(asce)0733-9372(2004)130:7(778)
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/(asce)0733-9372(2004)130:7(778).
  • About this
    data sheet
  • Reference-ID
    10583813
  • Published on:
    08/03/2021
  • Last updated on:
    08/03/2021
 
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