scholarly journals Microbiological changes along a modular wastewater reuse treatment process with a special focus on bacterial regrowth

2020 ◽  
Vol 10 (4) ◽  
pp. 380-393 ◽  
Author(s):  
Andreas Nocker ◽  
Lorenz Schulte-Illingheim ◽  
Hubert Müller ◽  
Anja Rohn ◽  
Barbara Zimmermann ◽  
...  
Keyword(s):  
Quartz Sand ◽  
Water Reuse ◽  
Municipal Wastewater ◽  
Treatment Process ◽  
Intact Cell ◽  
Wastewater Reuse ◽  
Pilot Scale ◽  
Special Focus ◽  
Raw Water ◽  
Intact Cells

Abstract Water reuse is becoming an increasing necessity due to depleted water resources or increased water demand. A treatment process on a pilot scale was designed to produce different water qualities for different applications in industry or agriculture. We report here microbiological changes along the modular process using treated municipal wastewater effluent as raw water. Treatment technologies included coagulation, ultrafiltration (UF), reverse osmosis (RO), quartz sand, activated granular activated carbon (GAC) filtration and disinfection. Elimination of traditional hygiene indicator bacteria was already achieved by ultrafiltration as the first barrier. Profound changes by each treatment step also applied to the microbiome. Total and intact cell concentrations as quantified by flow cytometry underwent a strong decline after UF and RO, whereas biological stabilization was achieved through quartz sand filtration and GAC passage. Interestingly assimilable organic carbon (AOC) was still present even after RO at levels that allowed substantial regrowth of bacteria. Overall, UF and RO led only to a 0.43 and 0.78 log decrease in intact cells concentrations in stagnated water after regrowth compared with 6.5 log intact cells/ml in the stagnated raw water. Temperature was shown to be an important parameter determining the microbiome of the regrown population. Regrowth could, however, be efficiently suppressed by monochloramine.

scholarly journals Membrane-Based Processes Used in Municipal Wastewater Treatment for Water Reuse: State-Of-The-Art and Performance Analysis

Membranes ◽  
2020 ◽  
Vol 10 (6) ◽  
pp. 131 ◽  
Author(s):  
Jiaqi Yang ◽  
Mathias Monnot ◽  
Lionel Ercolei ◽  
Philippe Moulin
Keyword(s):  
Water Reuse ◽  
Public Perception ◽  
Municipal Wastewater ◽  
Wastewater Reuse ◽  
Pilot Scale ◽  
Economic Feasibility ◽  
Municipal Wastewater Treatment ◽  
Removal Capacity ◽  
Treatment Processes ◽  
Alternative Water

Wastewater reuse as a sustainable, reliable and energy recovery concept is a promising approach to alleviate worldwide water scarcity. However, the water reuse market needs to be developed with long-term efforts because only less than 4% of the total wastewater worldwide has been treated for water reuse at present. In addition, the reclaimed water should fulfill the criteria of health safety, appearance, environmental acceptance and economic feasibility based on their local water reuse guidelines. Moreover, municipal wastewater as an alternative water resource for non-potable or potable reuse, has been widely treated by various membrane-based treatment processes for reuse applications. By collecting lab-scale and pilot-scale reuse cases as much as possible, this review aims to provide a comprehensive summary of the membrane-based treatment processes, mainly focused on the hydraulic filtration performance, contaminants removal capacity, reuse purpose, fouling resistance potential, resource recovery and energy consumption. The advances and limitations of different membrane-based processes alone or coupled with other possible processes such as disinfection processes and advanced oxidation processes, are also highlighted. Challenges still facing membrane-based technologies for water reuse applications, including institutional barriers, financial allocation and public perception, are stated as areas in need of further research and development.

scholarly journals Aeration control – a review

2013 ◽  
Vol 67 (11) ◽  
pp. 2374-2398 ◽  
Author(s):  
L. Åmand ◽  
G. Olsson ◽  
B. Carlsson
Keyword(s):  
Municipal Wastewater ◽  
Wastewater Treatment Plants ◽  
Control Strategies ◽  
Pilot Scale ◽  
Special Focus ◽  
Municipal Wastewater Treatment ◽  
Optimal Controllers ◽  
Municipal Wastewater Treatment Plants ◽  
And Control ◽  
Published Research

This review covers automatic control of continuous aeration systems in municipal wastewater treatment plants. The review focuses on published research in the 21st century and describes research into various methods to decide and control the dissolved oxygen (DO) concentration and to control the aerobic volume with special focus on plants with nitrogen removal. Important aspects of control system implementation and success are discussed, together with a critical review of published research on the topic. With respect to DO control and determination, the strategies used for control span from modifications and developments of conventional control methods which have been explored since the 1970s, to advanced control such as model-based predictive and optimal controllers. The review is supplemented with a summary of comparisons between control strategies evaluated in full-scale, pilot-scale and in simulations.

scholarly journals PEMILIHAN TEKNOLOGI DAUR ULANG AIR LIMBAH DOMESTIK DI KANTOR BPPT

2018 ◽  
Vol 6 (2) ◽  
Author(s):  
Satmoko Yudo ◽  
Taty Hernaningsih
Keyword(s):  
Ground Water ◽  
Municipal Wastewater ◽  
Sea Water ◽  
Wastewater Reuse ◽  
Domestic Wastewater ◽  
Household Waste ◽  
Raw Water ◽  
Ground Water Quality ◽  
The World ◽  
Selection Of

The increasing variety of industrial activities in Indonesia resulted in ground water reserves in some areas experiencing drought. Exploitation of ground water by industry and the community in some big cities like Jakarta, resulting in the decrease of ground water and ground water quality reduced caused sea water instrusion. While the potential of wastewater produced by industrial and household waste high today. Based on the matters mentioned above and see the use of ground water that will be even greater in the future, then one of alternative that a lot of attention in many countries around the world are using wastewater reuse, particularly urban domestic wastewater (municipal wastewater) as a source of raw water for water supply. BPPT as a government office has made use of wastewater reuse technology, however, when the performance of the appliance is not working properly for it is necessary for re-evaluation and selection of wastewater reuse technology for better and sustainable. Keywords : Wastewater Reuse Technology, Domestic Wastewater, Water Consumption Survey

scholarly journals Effect of O3 Dose on the O3/UV Treatment Process for the Removal of Pharmaceuticals and Personal Care Products in Secondary Effluent

2019 ◽  
Vol 3 (2) ◽  
pp. 53 ◽  
Author(s):  
N. Evelin Paucar ◽  
IIho Kim ◽  
Hiroaki Tanaka ◽  
Chikashi Sato
Keyword(s):  
Municipal Wastewater ◽  
Treatment Process ◽  
Limit Of Detection ◽  
Personal Care Products ◽  
Treatment Plant ◽  
Pilot Scale ◽  
Secondary Effluent ◽  
Municipal Wastewater Treatment ◽  
Personal Care ◽  
Uv Treatment

A municipal wastewater treatment plant (WWTP) is a melting pot of numerous pharmaceuticals and personal care products (PPCPs) together with many other substances. The removal of PPCPs using advanced oxidation processes within a WWTP is one way to reduce the amount of PPCPs that potentially enter an aquatic environment. The aim of this study was to examine the effectiveness of the ozone (O3)/UV treatment process, especially, the effects of O3 dose and reaction time, on the removal of PPCPs in the secondary effluent of a WWTP. Experiments were conducted using a pilot-scale treatment process that consisted of two flow-through reactors connected in series. Each reactor was equipped with three 65 W lamps (UV65W). The experimental variables were ozone dosage (1, 2, 3, 4, and 6 mg L−1) and hydraulic retention time (HRT; 5 and 10 min). On the basis of the PPCP concentrations after O3/UV65W treatment and their limit of detection (LOD), 38 PPCPs detected in the secondary effluent were classified into 5 groups ranging from the category of “sensitive” to O3/UV65W or “unstable” in the O3/UV65W process to the category of “insensitive” to O3/UV65W or “very stable” in the O3/UV65W process.

Water Recycling Systems

1982 ◽  
Vol 14 (9-11) ◽  
pp. 1393-1429 ◽  
Author(s):  
R D Heaton
Keyword(s):  
Environmental Protection Agency ◽  
Water Reuse ◽  
Municipal Wastewater ◽  
Wastewater Reuse ◽  
Water Recycling ◽  
Wastewater Reclamation ◽  
Unit Process ◽  
Additional Information ◽  
Recycling Systems ◽  
Water District

Water recycling systems implies the initial treatment requirements for various water reuse schemes including unit process descriptions, performance and cost data. Several volumes of text are required for adequate coverage of the above subject and this paper will only attempt to highlight important areas, provide guidelines and give needed direction. Cost functions of one important U.S. Research/ Demonstration Facility (Water Factory 21) are given in more detail. Much of the data has been summarized from four important publications shown below and the reader seeking additional information is encouraged to examine these in detail.1.Water Reuse and Recycling - Volume 2 - Evaluation of Treactment Technology, 1979, U.S. Office of Water Research & Technology (OWRT). Report by Culp/Wesner/Culp Engineers, NTIS #PB 80-131469.2.Guidelines for Water Reuse, August 1980, U.S. Environmental Protection Agency. Report by Camp Dresser & McKee Engineers, NTIS #PB 81-105017.3.Evaluation of, Membrane. Processes and Their Role in Wastewater Reclamation, 1981. OWRT sponsored report by Orange County Water District, Fountain Valley, California, USA.4.Municipal Wastewater Reuse News. OWRT sponsored monthly newsletter by AWWA Research Foundation, Denver, Colorado, USA.

An integrated wastewater reuse concept combining natural reclamation techniques, membrane filtration and metal oxide adsorption

2008 ◽  
Vol 57 (6) ◽  
pp. 909-914 ◽  
Author(s):  
A. Sperlich ◽  
X. Zheng ◽  
M. Jekel ◽  
M. Ernst
Keyword(s):  
Membrane Fouling ◽  
Water Reuse ◽  
Membrane Filtration ◽  
Sodium Hydroxide Solution ◽  
Wastewater Reuse ◽  
Ferric Hydroxide ◽  
Operation Time ◽  
Pilot Scale ◽  
Phosphorus Concentration ◽  
Total Phosphorus Concentration

In a Sino-German research project, a sustainable water reclamation concept was developed for different applications of municipal water reuse at the Olympic Green 2008 in Beijing, China. Results from pilot-scale experiments in Beijing and Berlin show that selective nutrient removal by adsorption onto granular ferric hydroxide (GFH) after a membrane bioreactor (MBR) can maintain a total phosphorus concentration of <0.03 μg L−1 P, thus preventing eutrophication of artificial lakes. Operation time of GFH adsorption columns can be extended by regeneration using sodium hydroxide solution. A subsequent ultrafiltration (UF) membrane after bank filtration creates an additional barrier for pathogens and allows for further urban reuse applications such as toilet flushing. Short term bank / bio-filtration prior to UF is shown to effectively remove biopolymers and reduce membrane fouling.

Pilot study of SBR biological treatment and microfiltration for reclamation and reuse of municipal wastewater

2000 ◽  
Vol 42 (1-2) ◽  
pp. 263-268 ◽  
Author(s):  
R. Messalem ◽  
A. Brenner ◽  
S. Shandalov ◽  
Y. Leroux ◽  
P. Uzlaner ◽  
...  
Keyword(s):  
Water Reuse ◽  
Municipal Wastewater ◽  
Batch Reactor ◽  
Groundwater Resources ◽  
Oxygen Demand ◽  
Pilot Scale ◽  
Fecal Coliforms ◽  
Wastewater Reclamation ◽  
Two Stage ◽  
Stage Scheme

In Israel the shortage of water and concern for the quality of groundwater resources have led to an awareness that a national wastewater reclamation program must be developed. Such a program could cover a major part of the agricultural water demand and could facilitate disposal of effluents without health hazards or environmental problems. A two-stage pilot-scale system comprising secondary sequencing batch reactor (SBR) treatment and tertiary microfiltration was operated for the treatment of Beer-Sheva municipal wastewater. The self-cleaning, continuous microfiltration system comprised a filter module made up of hollow fiber microporous membranes, with a pore size distribution of less than 0.1 μm, encapsulated into a bundle. The unit, which has a nominal filtration area of 4 m2, can treat 4–5 m3 of sewage per day, at a nominal rate of about 500 L/h. SBR treatment of the raw sewage produced an effluent with a biochemical oxygen demand (BOD) of <20 mg/L and total suspended solids (TSS) of <20 mg/L. Further treatment by microfiltration resulted in a BOD <5 mg/L, TSS <1 mg/L and turbidity <0.2 nephelometric turbidity units (NTU). Bacterial counts showed 6-log removal of coliforms and fecal coliforms. These results indicate that the two-stage scheme is capable of producing an effluent that meets or even surpasses the requirements for unrestricted water reuse for agriculture.

Water reuse in the Kingdom of Saudi Arabia – status, prospects and research needs

2012 ◽  
Vol 12 (6) ◽  
pp. 926-936 ◽  
Author(s):  
Jörg E. Drewes ◽  
C. Patricio Roa Garduño ◽  
Gary L. Amy
Keyword(s):  
Saudi Arabia ◽  
Water Reuse ◽  
Municipal Wastewater ◽  
Artificial Recharge ◽  
Wastewater Reuse ◽  
Current Status ◽  
Research Needs ◽  
Kingdom Of Saudi Arabia ◽  
The Usa ◽  
Desalination Plants

Saudi Arabia is one of the driest countries in the world. While desalination plants currently installed in the country represent 30% of the world's desalination capacity, seawater desalination alone will not be able to provide sufficient supplies to meet the increasing freshwater demand. However, with only 9% of the total municipal wastewater generated currently being reused, the kingdom is projected as the third largest reuse market after China and the USA, and reuse capacities are projected to increase by 800% by 2016. This projected growth and the change in water portfolios offer tremendous opportunities to integrate novel approaches of water reclamation and reuse. This paper highlights the current status of reuse in the kingdom, discusses prospects of using distributed infrastructure for reuse tailored to local needs as well as the use of artificial recharge and recovery systems for reclaimed water. It also suggests research needs to helping overcoming barriers for wastewater reuse.

Reclaimed municipal wastewater - a potential water resource in China

2001 ◽  
Vol 43 (10) ◽  
pp. 51-58 ◽  
Author(s):  
He Pinjing ◽  
L. Phan ◽  
Gu Guowei ◽  
G. Hervouet
Keyword(s):  
Water Quality ◽  
Water Resource ◽  
Water Reuse ◽  
Municipal Wastewater ◽  
Wastewater Reuse ◽  
Reclaimed Water ◽  
Socio Economic Development ◽  
Industrial Use ◽  
Resource Shortage

Due to water resource shortage and socio-economic development within twenty years, China faces serious problems of water supply and water pollution. Several criteria and suitable reclamation processes related to water reuse have been created in China, which are helpful to improve the situation of water scarcity. In the future, reclaimed municipal wastewater reuse will mainly be developed for urban and industrial use. Potential supply quantity of reclaimed water, quality of reclaimed water, and reclamation cost are favorable to potential reuses. Based on further public environmental education, on a relevant development of national and local standards for reclaimed water quality, and on an increase of sanitary rate, more and more planned reclaimed water reuse projects would be expected in China.

Evaluation of Industrial Cooling Systems Using Reclaimed Municipal Wastewater

1988 ◽  
Vol 20 (10) ◽  
pp. 163-174 ◽  
Author(s):  
Takashi Asano ◽  
Rafael Mujeriego ◽  
Judith Dickson Parker
Keyword(s):  
Public Policy ◽  
Water Reuse ◽  
Municipal Wastewater ◽  
Cooling Tower ◽  
Wastewater Reuse ◽  
Reclaimed Water ◽  
Makeup Water ◽  
Cooling Systems ◽  
Evaporative Cooling Tower ◽  
Treatment Alternatives

Evaluation of industrial cooling systems using reclaimed municipal wastewater was made. For an industry, three major conditions which can dictate considerations of water reuse for industrial cooling systems are: 1) scarcity of freshwater supplies, 2) public policy which encourages wastewater reuse, and 3) lower costs than those incurred with freshwater supplies. Several external treatment alternatives are available for the recirculating, evaporative cooling tower operation using reclaimed municipal wastewater (lime clarification, alum precipitation, and/or ion exchange). Internal chemical treatment of cooling tower makeup water is a component common to both freshwater and reclaimed water supplies. In spite of the higher costs of industrial cooling systems using reclaimed municipal wastewater, several conditions encouraging adaptation of wastewater reuse systems for cooling were identified and discussed.

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