Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Qualitative evaluations about the disinfection capabilities of a water distribution network : a model study
Download
index.pdf
Date
2014
Author
Nadiroğlu, Coşkun
Metadata
Show full item record
Item Usage Stats
211
views
98
downloads
Cite This
“Chlorine” is one of the major disinfectants extensively used in distribution systems that neutralizes the disease-causing organisms. This model study evaluates the disinfection capabilities of a specific water distribution network N8.3 of Ankara water distribution system under various operating conditions. N8.3 supplies water, roughly to 40,000 people. The network is served by a pump station and pumping schedule is critical concerning the occurrence of minimum chlorine concentrations. Continuous “blind” pumping by a relatively small pump is found to be less critical while optimum pump scheduling making use of two “small” and one “large” pumps targeting minimum energy costs causes the lowest concentrations of chlorine. It is found that the genuine parameter which influences chlorine concentrations is “travel time” of flow from the source to the junction nodes. The network is studied in two different modes: (i) as a whole and (ii) in the form of District Metered Area’s. N8.3 is almost satisfactory based on an employed roughness parameter (CHW=130), wall reaction (kw=-0.08 m/day) and bulk coefficient of chlorine (kb=-0.10 mg/l(1-n)/day) while respecting minimum allowable chlorine concentration of 0.10 mg/l. Moreover, calibrated values of these model parameters may aggravate the results especially for critical junctions of this 20 year old network. Furthermore, seasonal variations should be evaluated for having a complete picture regarding the capabilities of N8.3 network. Ultimate solutions for avoiding perennially minimum chlorine concentrations are offered as (i) forming loops regarding dead ends, (ii) additional booster injection at the pumping station P23, (iii) cancelling problematic DMA’s.
Subject Keywords
Water
,
Water
,
Water
,
Water
URI
http://etd.lib.metu.edu.tr/upload/12616931/index.pdf
https://hdl.handle.net/11511/23356
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Determination of thmfp of the reservoirs in Turkey : kinetics aspect
Artuğ, Mine; Dilek, Filiz Bengü; Department of Environmental Engineering (2004)
Chlorine is still the most commonly used disinfectant in many water treatment plants all over the World. However, studies conducted demonstrated that the chlorine reacts with the natural organic matter (NOM) in source waters, and leads to the formation of a variety of chlorinated organic compounds, disinfection by-products (DBPs). Among these, the most common are the trihalomethanes (THMs). In this study, kinetics of the THM formation was investigated. Kinetic experiments were carried out with the raw water...
Performance of ozone and peroxone on the removal of endocrine disrupting chemicals (EDCs) coupled with cost analysis
Ölmez Hancı, Tuğba; Dogruel, S.; Emek, A. D. Allar; Yilmazer, C. Eropak; Cinar, S.; Kiraz, O.; Citil, E.; Orhon, A. Koc; Siltu, E.; Gucver, S. M.; Ozgun, O. Karahan; Tanık, Ayşe Gül; Yetiş, Ülkü (IWA Publishing, 2020-08-01)
Micropollutants such as endocrine disruptors are one of the most important groups of chemicals polluting water resources. Conventional treatment systems may not be effective for the removal of endocrine disrupting chemicals (EDCs), and the fate of these chemicals should be carefully monitored in the effluent of wastewater treatment plants (WWTPs). Additional treatment methods such as advanced oxidation processes can be used for the removal of endocrine disruptors. This study presents the existence of endocr...
Fate and removal of pesticides in wastewater treatment plants –case of Yeşilirmak basin
Kocaman, Kumru; Dilek, Filiz Bengü; Yetiş, Ülkü; Department of Environmental Engineering (2019)
The effluent of wastewater treatment plants (WWTP) had been shown to be a significant source of micropollutants in surface waters. In this study, the aim was to investigate the biological treatment of commonly found micropollutants in Yeşilırmak river basin, with special emphasis on the effects of operational conditions on their removal in conventional biological WWTPs. Based on the monitoring results of TÜBİTAK project (115Y013) “Management of Point and Diffuse Pollutant Sources in Yeşilırmak River Basin” ...
A chemical substitution study for a wet processing textile mill in Turkey
Öztürk, Ertan; Demirer, Göksel Niyazi; Department of Environmental Engineering (2007)
The main environmental concern in the textile industry is about the amount of water discharged and the chemical load it carries. The total quantity of chemicals used in textile mills varies from 10% to over 100% of the weight of the cloth produced. Many chemicals currently used in the textile industry affect the amount and the type of waste produced and their influence the aquatic life of the receiving stream. One of the critical steps in pollution prevention studies is auditing the use of chemicals and mak...
Use of calcium alginate as a coagulant in water treatment
Çoruh, Hale Aylin; Sanin, Faika Dilek; Department of Environmental Engineering (2005)
Coagulation and flocculation processes are important parts of water and wastewater treatment. Coagulation or destabilization of colloidal suspensions results in aggregation of colloidal particles by physical and chemical processes. Flocculation results in the formation of larger and settleable structures by bridging. Alginate, a polysaccharide obtained from marine brown algae, produces a gel structure when mixed with calcium ions, which is expected to be a potential coagulant in water treatment. This study ...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
C. Nadiroğlu, “Qualitative evaluations about the disinfection capabilities of a water distribution network : a model study,” M.S. - Master of Science, Middle East Technical University, 2014.