Technical Papers
Sep 14, 2019

Multiobjective Optimization in Sewer Network Design to Improve Wastewater Quality

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 10, Issue 4

Abstract

Sewers that constitute the main part of wastewater systems can be used as pretreatment units of wastewater treatment plants. The authors aim to increase the treatment efficiency of sewers by optimization. A hydraulic model is written and validated. A quality calculation section is added to the model according to the Wastewater Aerobic/Anaerobic Transformations in Sewers (WATS) method, and it is calibrated and verified using the data of a real wastewater transition line. An optimization engine is coupled to the proposed model. The new model can simulate the hydraulic and quality parameters of a sewer network and optimize it. Six objective functions and a general one with their decision variables were assessed. A predesigned wastewater collection network was used for the optimization of five scenarios. The results can be used to identify optimization priorities at the network design stage. Results showed that an increase in the removal of organic matter within the sewer can be achieved, but its other performance indices may worsen. Prioritization of objectives according to stakeholder views is required.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

Reza Heydarzadeh wrote the first paper draft. His Ph.D. supervisor (Massoud Tabesh) in Iran provided scientific advice, and his placement supervisor (Miklas Scholz) in Sweden rewrote the article thereafter.

References

Almeida, M. C., D. Butler, and J. W. Davies. 1999. “Modeling in-sewer change in wastewater quality under aerobic conditions.” Water Sci. Technol. 39 (9): 63–71. https://doi.org/10.2166/wst.1999.0443.
Bjerre, H. L., T. Hvitved-Jacobsen, S. Schegel, and B. Teicharaber. 1998. “Modeling of aerobic wastewater transformation under sewer conditions in the Emscher River, Germany.” Water Environ. Res. 70 (6): 1145–1160. https://doi.org/10.2175/106143098X123273.
Chughtai, F., and T. Zayed. 2007. “Sewer pipeline operational condition prediction using multiple regression” In Proc., Pipelines 2007: Advances and Experiences with Trenchless Pipeline Projects, 1–11. Reston, VA: ASCE
Haghighi, A., and A. E. Bakhshipour. 2014. “Deterministic integrated optimization model for sewage collection networks using Tabu Search.” J Water Resour. Plann. Manage. 141 (1): 04014045. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000435.
Hvitved-Jacobsen, T., J. Vollertsen, and A. Haaning Nielsen. 2013. Sewer processes, microbial and chemical process engineering of sewer networks. 2nd ed. New York: CRC Press.
Metcalf and Eddy. 2014. Wastewater engineering: Treatment, disposal, and reuse. 5th ed. New York: McGraw-Hill.
Rudelle, E., J. Vollertsen, T. Hvitved-Jacobsene, and A. H. Nielsen. 2011. “Anaerobic transformations of organic matter in collection systems.” Water Environ. Res. 83 (6): 532–540. https://doi.org/10.2175/106143010X12681059116699.
Scholz, M. 2018. Sustainable water management: Engineering solutions for a variable climate. Amsterdam, Netherland: Elsevier.
Tabesh, M., and S. Madani. 2006. “A performance indicator for wastewater collection systems.” Water Pract. Technol. 1 (4): 1–7. https://doi.org/10.2166/wpt.2006.079.
Wraith, M. A., K. Kenedy, and R. Reitsma. 1998. “Use of sanitary sewers as wastewater pre-treatment systems.” Waste Manage. 18 (4): 235–247. https://doi.org/10.1016/S0956-053X(98)00023-3.

Information & Authors

Information

Published In

Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 10Issue 4November 2019

History

Received: Jun 15, 2018
Accepted: Apr 10, 2019
Published online: Sep 14, 2019
Published in print: Nov 1, 2019
Discussion open until: Feb 14, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Reza Heydarzadeh
Ph.D. Candidate, School of Civil Engineering, College of Engineering, Univ. of Tehran, Tehran, Iran.
Massoud Tabesh [email protected]
Professor, Center of Excellence for Engineering and Management of Civil Infrastructures, School of Civil Engineering, College of Engineering, Univ. of Tehran, Tehran, Iran (corresponding author). Email: [email protected]
Miklas Scholz, Ph.D., D.Sc. https://orcid.org/0000-0001-8919-3838
CEng.
Professor, Water Resources Engineering, Div. of Water Resources Engineering, Dept. of Building and Environmental Technology, Faculty of Engineering, Lund Univ., P.O. Box 118, Lund 221 00, Sweden. ORCID: https://orcid.org/0000-0001-8919-3838

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share