Sludge and washwater management strategies for the Vaalkop water treatment plant

2001 ◽  
Vol 44 (6) ◽  
pp. 73-80
Author(s):  
J. Haarhoff ◽  
P. van Heerden ◽  
M. van der Walt

The Vaalkop plant, owned and operated by Magalies Water, provides a valuable South African case study of sludge and washwater management at a large water treatment plant. Starting out as a small plant of 18 Ml/day about thirty years ago, it has steadily grown to a plant with treatment capacity of 210 Ml/day; fairly large by South African standards. During the preceding years, it has not only been subject to a vastly larger scale of operation, but it also had to adapt to a tremendous increase in the cost of raw water, an increased environmental awareness amongst water treatment professionals and general public alike, and a much more sophisticated and complicated legislative framework. It is the objective of this paper to track the sludge and washwater management practices adopted over the years at Vaalkop, and to present the current strategies adopted for the medium to long term. The paper will summarize the previous methods of sludge and washwater disposal, with reasons why they were adopted. The multitude of technical analyses and alternatives that were performed over the years will be summarized, and may provide valuable pointers for other applications in South Africa. The current system, which has just been commissioned, will be presented; its technical design parameters, the anticipated mode of operation, its costs and how the current environmental and legislative requirements are being met.

1998 ◽  
Vol 37 (9) ◽  
pp. 105-112 ◽  
Author(s):  
Ana María Ingallinella ◽  
Luis María Stecca ◽  
Martin Wegelin

This paper presents the methodology used for the rehabilitation of the pretreatment stage in a water treatment plant for a village located in Bolivia which has 3500 inhabitants. The treatment plant was initially composed by horizontal-flow roughing filters and slow sand filters, but due to the high contents of colloidal turbidity of the providing source, it did not work properly. A plan of rehabilitation was made which comprised laboratory tests, pilot tests and proposal of modifications based on the results of previous stages. The laboratory tests were made in order to find the optimum conditions to coagulate the raw water. It was found that horizontal-flow roughing filters must be turned into up-flow roughing filters, so a pilot plant was built and was operated for three months in order to find suitable design parameters. The results obtained obtained during the operation of the pilot plant and the proposal of modifications are presented. The results of operation of the final plant, which are also reported, demonstrated the advantages of the up-flow roughing filtration as a pretreatment stage when it is necessary to add chemical products in small treatment plants.


2018 ◽  
Vol 26 (15) ◽  
pp. 14823-14834 ◽  
Author(s):  
Alaa Saad ◽  
Nilay Elginoz ◽  
Fatos Germirli Babuna ◽  
Gulen Iskender

2019 ◽  
Vol 172 ◽  
pp. 309-315 ◽  
Author(s):  
Nilay Elginoz ◽  
Muhammed Alzaboot ◽  
Fatos Germirli Babuna ◽  
Gulen Iskender

1992 ◽  
Vol 19 (5) ◽  
pp. 794-805 ◽  
Author(s):  
H. Zhou ◽  
D. W. Smith ◽  
S. J. Stanley

With ever increasing regulatory constraints on the disposal of residuals produced during water treatment, the cost of handling, treatment, transport, and disposal of these residuals has become a significant portion of overall water treatment costs. In plants practicing lime softening, a major source of residuals is lime sludge. Of the many options proposed for the management of lime sludges most include sludge dewatering. The dewatering process produces effluents that also must be disposed of. This paper presents the results of the characterization of dewatering effluents from a large water treatment plant. Also presented are treatment and management options which were evaluated through designed bench-scale experiements.The quality and quantity of supernatant effluents from the thickener and centrate from the centrifuge were determined. It was found that the supernatant is composed predominantly of calcium ions and caustic alkalinity which can be treated through pH adjustment. The centrate was found to be of much poorer quality with poor settling and filterability properties. These qualities were found to be mostly attributed to the high organic content of the centrate. Bench-scale tests found that polymer pretreatment could substantially improve both the settleability and filterability of the centrate. Key words: water treatment, sludge dewatering, softening, polymers, sludge conditioning.


Author(s):  
M. Shuvalov ◽  
A. Strelkov ◽  
S. Shuvalov

Приводятся статистические данные за период 12лет по качеству воды в реке Большой Кинель в створе водозабора г. Кинель Самарской области и процедуре назначения расчетных параметров сооружений при проектировании новой станции водоподготовки. Принятая проектом технологическая схема предусматривает следующие процессы: процеживание на микрофильтрах, озонирование, известково-содовое умягчение, коагулирование, отстаивание в осветлителях со взвешенным слоем осадка, фильтрование и обеззараживание. В составе сооружений реагентного хозяйства спроектированы: установка введения порошкообразного активного угля в обрабатываемую воду перед скорыми фильтрами установка введения соляной кислоты для корректировки величины рН очищенной воды сооружения повторного использования воды, сгущения осадка и его механического обезвоживания. Строительство пускового комплекса станции водоподготовки завершено. Для выполнения расчета сооружений станций водоподготовки предлагается назначать три комбинации значений расчетных параметров расхода воды и качества (концентрации определяющих ингредиентов) исходной воды в зависимости от типа сооружения или технологического оборудования.Statistical data over a period of 12 years on the quality of water in the Bolshoi Kinel River at the water intake of the Kinel city of the Samara Region and the procedure for allocating design parameters to the structures while designing a new water treatment plant are provided. The process flow scheme adopted by the project provides for the following processes: screening in microfilters, ozonation, lime-soda softening, coagulation, sedimentation in clarifiers with sludge blanket, filtration and disinfection. The following facilities were designed as part of the chemical treatment facilities: a unit for introducing powdered activated carbon into the treated water before rapid filters hydrochloric acid injection unit for adjusting pH value of purified water water reuse facilities, sludge thickening and mechanical dewatering facilities. The construction of the start-up package of the water treatment plant has been completed. To carry out the calculation of the structures of water treatment plants, allocating three combinations of the values of the calculated parameters water flow rate and quality (concentration of determining ingredients) of the source water depending on the type of structure or process equipment is proposed.


2014 ◽  
Vol 508 ◽  
pp. 251-254
Author(s):  
Yu Li ◽  
Ya Feng Li

Use water supply treatment engineering of Shenyang some water treatment plant as an example. Introduced process characteristics, design parameters, treatment effect and operation cost of treating iron and manganese of underground drinking water. This water treatment plant treat the underground water as the source, and the processing capacity of water of this engineering is 105t/d. This underground water turns out to be abundant and clear. Therefore, the main process of the water treatment plant is decresing the content of iron and manganese in the underground water.


2021 ◽  
Vol 896 (1) ◽  
pp. 012039
Author(s):  
R Hanifa ◽  
S Adityosulindro ◽  
N P S Wahyuningsih

Abstract Duren Seribu Water Treatment Plant (WTP) plays a role in fulfilling water needs due to the increase in population growth. This study aims to evaluate the performance of the WTP and the potential for capacity uprating from the aspect of conformity to water quality standards, removal efficiency, and design parameters. Data collection was carried out by observation, measurement, and sampling. The result showed that raw water quality complies with the quality standards and is influenced by seasons. Meanwhile, the quality of drinking water produced for the parameters of pH, turbidity, TDS, organic matter, iron, and total coliform has complied with the quality standards. The efficiency removal of turbidity, TDS, organic matter, and iron occurred in conventional processing units were 94.6%, 70.5%, and 90.9%, and the total coliform removal efficiency was 1.8-log (67.05%). Based on the assessment of the design criteria, there are design parameters of the unit that require technical improvement such as detention time of flocculation unit, velocity and detention time in tube settler sedimentation unit, and the capacity of Duren Seribu WTP could be increased by 10% or up to 110 liters/second.


Author(s):  
Ayshathul Femitha ◽  
Sunita Saldanha

Background: Water is a scarce and highly valuable natural resource. Hospitals require relatively large quantity of water and quality of water is equally important. Hospitals must focus on water efficiency and conservation measures in order to ensure the sustainable use of water. This study was undertaken to understand the current water management practices in the selected teaching hospital and to develop strategies for water conservation.Methods: Descriptive study with observational method was used, to collect the data an observational checklist based on the guidelines of bureau of Indian standards (BIS) and world health organization (WHO) was developed. To observe and collect the data, uninformed visits was done to the Department of Maintenance on random days as per the convenience and the information was collected from standard operating procedures (SOPs) and records maintained in the department of maintenance and hospital infection control unit.Results: The study found that a well-planned water supply system is present in the selected hospital to meet the required quantity of water. The study reveals that the total consumption of water per day in the hospital is higher than the BIS standards. Preventive and corrective maintenance of all the tanks, pipelines, plumbing, and equipment is done regularly. A well-organized system of quality control of water is present in the hospital and the grey water, is drained to sewage water treatment plant from where the water is recycled and reused.Conclusions: Conservation of water enables hospitals to cut cost and to be proactive stewards of their community’s natural resources.


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