Unsteady-State Inverse Chlorine Modeling in Pipe Networks-Reference-Cited by-同舟云学术

Unsteady-State Inverse Chlorine Modeling in Pipe Networks

Published:2001-08 Issue:8 Volume:127 Page:669-677
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Al-Omari A. S.¹²³,Chaudhry M. Hanif¹²³

Affiliation:

1. Fellow, ASCE

2. Grad. Student, Dept. of Civ. and Envir. Engrg., Univ. of South Carolina, Columbia, SC 29208.

3. Mr. and Mrs. Irwin B. Kahn Prof. and Chair., Dept. of Civ. and Envir. Engrg., Univ. of South Carolina, Columbia, SC 29208.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282001%29127%3A8%28669%29

Reference20 articles.

1. Explicit Calculation of Pipe‐Network Parameters

2. Chaudhry M. H. ( 1993). Open channel flow Prentice-Hall Englewood Cliffs N.J.

3. Holloway M. B. ( 1985). “Dynamic pipe network computer model.” PhD thesis Dept. of Civ. and Envir. Engrg. Washington State Univ. Pullman Wash.

4. Holloway M. B. Chaudhry M. H. and Karney B. W. ( 1988). “Modeling of unsteady flow in pipe networks.” Proc. Int. Symp. on Comp. Modeling of Water Distribution Sys. Univ. of Kentucky Lexington Ky. 311–322.

5. Islam M. R. ( 1995). “Modeling of chlorine concentrations in unsteady flows in pipe networks.” PhD thesis Washington State Univ. Pullman Wash.

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