Water treatment plant residuals management

1997 ◽  
Vol 35 (8) ◽  
pp. 45-56 ◽  
Author(s):  
H. B. Dharmappa ◽  
A. Hasia ◽  
P. Hagare
Keyword(s):  
Water Treatment ◽  
Environmental Concern ◽  
Low Cost ◽  
Treatment Plant ◽  
Water Treatment Plant ◽  
Optimal Dose ◽  
Ease Of Use ◽  
Large Area ◽  
Loading Rates ◽  
Polymer Addition

Water treatment plants produce enormous amounts of sludge. Due to increased environmental concern, recently, there is considerable amount of pressure on the water authorities for the safe disposal of the sludge. Currently, the most acceptable form of disposal is sanitary landfilling, which requires sludge to be dewatered to 20-40% of solids. One of the most commonly used dewatering techniques is sand drying beds. This process is popular because of its reliability, ease of use and low cost. However, one of the basic concerns with this process is the requirement of a large area of land. This could be overcome by chemical conditioning of the sludge, which can accelerate the dewatering rate substantially. At this stage, however, there are no guidelines for the design of the sand drying beds for treating chemically conditioned sludges. This study is conducted to investigate the design and performance of sand drying beds for treating chemically conditioned water treatment plant (WTP) sludge. Experiments are conducted using laboratory scale sand drainage columns. The results indicate that the drainage rates, after adding polymer, increased by 9 times for clarifier sludge and 20-25 times for filter backwash sludge. Thus, the land area requirement for sand drainage bed can be drastically reduced through polymer addition. Optimal dose of polymer is found to be between 3 and 6 kg/t of dry solids, with dilute sludges requiring high dosages. The cake solids concentration increased from 3 to 12% as the polymer dose increased from 0 to 16 kg/t of dry solids. The variation of drainage rates and cake solids with solids/hydraulic loading rates are found to vary depending on the type of sludges and polymers. The filtrate quality is found to be independent of polymer dose and solids loading rates.

Effect of surfactant on alum sludge conditioning and dewaterability

2000 ◽  
Vol 41 (8) ◽  
pp. 17-22 ◽  
Author(s):  
J. Ruhsing Pan ◽  
C. Huang ◽  
C. Gang Fu
Keyword(s):  
Water Treatment ◽  
Treatment Plant ◽  
Water Treatment Plant ◽  
Flotation Process ◽  
Polymer Addition ◽  
Sludge Disposal ◽  
Alum Sludge ◽  
Sludge Conditioning ◽  
Increasing Demand ◽  
Co Precipitation

Sludge disposal has become a new challenge for the Taiwan government due to the increasing demand for better quality and greater quantity of water. In some water treatment plants, surfactant has been applied in the flotation process to improve its performance, which suggests the use of surfactant in sludge conditioning. In this study, effects of surfactants on the conditioning of the alum sludge collected from Feng-Yuan Water Treatment Plant were investigated. Surfactants of various charges, namely CTAB and SDS, were added to sludge samples in various amounts, and their effects on sludge dewaterability were evaluated. Surfactants were also added with either cationic or anionic polymers to better understand their effects on the mechanism of sludge conditioning and the feasibility as coagulant aid.Experimental results indicate that applying surfactants alone in sludge system decrease the filterability of sludge, but increase the sludge dewatering rate at optimum dosage. Cationic surfactant was proven possible as conditioning aid for the cationic polymer. The order of surfactant and polymer addition is the key to additive function. On the other hand, when the polymer of opposite charge was added with the surfactant, co-precipitation occurred which resulted in decreased filterability and dewaterability.

scholarly journals Vertical Upgrading of Existing Water Treatment Plants by using Air Flotation Technique

2019 ◽  
Vol 9 (2) ◽  
pp. 3671-3680
Keyword(s):  
Water Treatment ◽  
Low Cost ◽  
New Technology ◽  
Treatment Plant ◽  
Treatment Phase ◽  
Water Treatment Plant ◽  
High Rate ◽  
Lower Efficiency ◽  
Water Treatment Plants ◽  
Rate Of Increase

Due to the rate increase for potable water need, the general market trend is the vertical expansions for water treatment plants instead of the horizontal ones. By upgrading the existing plants using new technology to reach the maximum capacity and conserve the water quality parameters as the Egyptian Code states. The most benefits of plant upgrading are no new land is needed also, low cost solution, as we could upgrade the WTP as mentioned before without adding major civil works comparing with the construction of new water treatment. This study aims to upgrade the existing water treatment plants using dissolved air floatation system, in order to reach the maximum possible capacity using several possible scenarios without adding major civil works. The study shows that, the scenario which involves DAF technology then sedimentation and filtration has the best removal efficiency because it has three treatment phases. The use of one treatment phase from floatation or sedimentation followed by filtration achieved lower efficiency. At last direct filtration, considering low removal efficiencies due to the high rate of filtration which allowed the suspended solids to escape.For the application upon Al Ameriyah water treatment plant, the first proposal which involves five combined tanks, two tube settler and one filter tank is the most convenient proposal to be achieved. Since it has quiet high value 72 points in the technical evaluation with the least estimated cost 85,769,200 LE. The use of DAF technology combined with sedimentation gives the chance to increase the existing plant capacity from 520000 m3 /day to 864815 m3 /day with rate of increase equals 66.31% which is a cheap and happy solution.

scholarly journals Evaluasi dan Optimalisasi Sistem Pengolahan Air Minum Pada Instalasi Pengolahan Air (IPA) Jaluko Kapasitas 50 L/S Kabupaten Muaro Jambi

2018 ◽  
Vol 1 (1) ◽  
pp. 29 ◽  
Author(s):  
Harissa Gustinawati
Keyword(s):  
Water Treatment ◽  
Treatment Plant ◽  
Drinking Water Treatment ◽  
Water Treatment Plant ◽  
Water Source ◽  
Optimal Dose ◽  
Processing Unit ◽  
Raw Water ◽  
Planning Unit ◽  
Technical Specifications

Water Treatment Plant (IPA) capacity of 50 liters per second in the district Outer City Jambi Jambi Muaro use raw water source Batang Hari River. This installation was built in 2012 and was completed in late 2012. Air processed IPA Foreign Cities Jambi distributed to 12 regions located in the district of Jambi Outer City (Mendalo). Processing unit which exist in the IPA IPA is based prototype project using raw water source located Musi River in South Sumatra. The technical specifications references drinking water treatment plant should use the applicable standard is ISO 6774 in 2008 regarding the procedure of planning unit package water treatment plant and the literature regarding the design of IPA. There are differences between the dimensions of the design criteria based on ISO 6774-2008 with the existing dimensions of the IPA unit. Some of the units are not in accordance with design specifications. Affixing process chemicals do without testing it first, so it is not known optimal dose of the chemicals needed. This study aims to evaluate and optimize the design of the IPA unit Jambi existing State Affairs with the technical specifications of ISO 6774 in 2008 regarding the procedure of planning unit package water treatment plant and the literature regarding the design of IPA.Keywords :    Evaluation, Water Treatment Plant (IPA), ISO 6774-2008, WTP Optimization

Characterization of Raw and Thermally Treated Alum Sludge

2016 ◽  
Vol 701 ◽  
pp. 138-142 ◽  
Author(s):  
Mohamat Yusuff Soleha ◽  
Keat Khim Ong ◽  
Wan Yunus Wan Md Zin ◽  
Ahmad Mansor ◽  
Fitrianto Anwar ◽  
...  
Keyword(s):  
Water Treatment ◽  
Heating Temperature ◽  
Low Cost ◽  
Waste Product ◽  
Treatment Plant ◽  
Drinking Water Treatment ◽  
Water Treatment Plant ◽  
Alum Sludge ◽  
Thermally Treated

Use of alum as a coagulant in drinking water treatment process generates an alum sludge as a waste product. Since the amount of this sludge is huge, it is crucial for a water work management to properly handle and dispose of this sludge. Reuse of this alum sludge as a solid adsorbent is one of the proposed applications for this material but modification and characterization are needed to alter and identify its properties so that optimum benefits are obtained. This paper reports characterization of raw and thermally treated alum sludge. The raw alum sludge was collected from a local water treatment plant and heated at 300 °C and 800 °C for 7 hours using a furnace before characterization using scanning electron microscopy energy (SEM), thermogravimetric (TGA), X-ray diffraction (XRD) and Brunauer-Emmett-Teller (BET). The results showed that surface morphology, thermal properties, microstructure, surface area and porosity of the sludge were affected by heating temperature whereby increase the heating temperature resulted in improved thermal stability of the sludge. The results also revealed that both raw and thermally treated alum sludge were mesoporous materials and mainly compose of quartz and kaolinite. It can be said that the sludge could be a good candidate as low cost adsorbent.

scholarly journals Research on making material from waste sludge taken from domestic water treatment plant for arsenic removal from water

2018 ◽  
Vol 8 (4) ◽  
pp. 212-216
Author(s):  
Thi Hoa Trinh ◽  
Thi Phuong Thao Nguyen ◽  
Kim Thoa Bui ◽  
Thi Uyen Dang ◽  
Xuan Huan Nguyen
Keyword(s):  
Water Treatment ◽  
Iron Content ◽  
Arsenic Removal ◽  
Low Cost ◽  
Social Economy ◽  
Treatment Plant ◽  
Water Treatment Plant ◽  
Domestic Water ◽  
Waste Sludge ◽  
Water Provision

Iron oxide is a good and inexpensive adsorbent for arsenic (As) compounds and other heavy metals in water (Fe, Cu, Cd, Pb, Ni, Zn). Waste sludge from water treatment plant, which is highly in iron content, can be considered as a great adsorbent. Utilizing this waste as material for water treatment would get benefits on not only environment but also energy, resources and social economy. This study describes experiments to produce arsenic adsorbent material from waste sludge taken from Ha Dinh water treatment plant by using glass water, Fe(NO3)3 and heat to modify and enrich iron content. This process aims to make a good material for filtration and sorption of As. Other effects of pH, time, adsorbent mass, and adsorbate concentration are also considered. The processes are successful in removing Arsenic ion clearly. Initial As sample of 1000μg/L, contact time 4 hours, material 1 g/L, the efficiency is 99.64%. Treated water is under national technical regulation on domestic water quality (QCVN 02:2009/BYT column I), where column I is applicable to water provision units. Research also starts to make material particles, which are more favorable to practical application. These adsorbent productions after modification are beneficial with low-cost and environment-friendly advantages. Oxít sắt là một chất hấp phụ tốt và rẻ trong việc loại bỏ các hợp chất asen (As) và một số kim loại nặng khác trong nước (Fe, Cu, Cd, Pb, Ni, Zn). Trong khi đó, bùn thải từ các nhà máy xử lí nước giàu thành phần sắt, có thể xem là một vật liệu hấp phụ tốt. Việc tận dụng bùn thải này làm vật liệu xử lý ô nhiễm không chỉ đem lại những lợi ích cho môi trường mà còn về mặt tài nguyên, năng lượng và kinh tế xã hội. Báo cáo này trình bày cách chế tạo vật liệu từ bùn thải của nhà máy xử lý nước cấp Hạ Đình thành vật liệu xử lý ô nhiễm asen bằng cách sử dụng thủy tinh lỏng, Fe(NO3)3 và nhiệt để biến tính làm tăng hàm lượng sắt trong bùn thải, tạo vật liệu tốt cho quá trình lọc và hấp phụ As. Các nhân tố ảnh hưởng tới hiệu suất hấp phụ như pH, thời gian, khối lượng chất hấp phụ, và nồng độ As cũng được đưa ra đánh giá. Việc loại bỏ As đạt hiệu quả rõ rệt. Với nồng độ As ban đầu là 1000 μg/L, thời gian xử lý 4 giờ, vật liệu sử dụng là 1g/L thì hiệu suất xử lý đạt 99,64%. Nồng độ As sau xử lý đạt tiêu chuẩn QCVN 02:2009/BYT, cột I – Quy chuẩn kỹ thuật quốc gia về chất lượng nước sinh hoạt, cột I áp dụng đối với các cơ sở cung cấp nước. Nghiên cứu cũng bước đầu thử nghiệm chế tạo thành viên vật liệu để thuận lợi hơn trong việc ứng dụng trong thực tiễn. Vật liệu bùn thải sau biến tính có lợi thế về chi phí thấp và thân thiện với môi trường.

scholarly journals PHOSPHATE REMOVAL FROM AQUEOUS SOLUTION BY USING MODIFIED SLUDGE FROM WATER TREATMENT PLANT

2018 ◽  
Vol 56 (2C) ◽  
pp. 43-49
Author(s):  
Dang Thi Thanh Loc
Keyword(s):  
Aqueous Solution ◽  
Water Treatment ◽  
Low Cost ◽  
Treatment Plant ◽  
Drinking Water Treatment ◽  
Water Treatment Plant ◽  
Phosphate Removal ◽  
Maximum Adsorption Capacity ◽  
P Concentration ◽  
P Removal

Heat and humic acid modified sludge (MS) from drinking water treatment plant (DWTP) is used as an adsorbent for removal of phosphate (P) from aqueous solution. The MS was characterized by XRD and SEM observation. The effects of pH, adsorbent dosage, initial P concentration, and exposure time on the P removal were studied. Under identical treatment conditions (MS dosage = 10 g/L, initial P concentration = 10 mg/L, pH 7, 120 rpm, and room temperature), a removal efficiency of 91  % was obtained within 240 min. The Freundlich and Langmuir adsorption models were used for the mathematical description of adsorption equilibrium and it was found that P removal was best described by Langmuir model. The maximum adsorption capacity of the adsorbent based on sludge of Quang Te DWTP was 0.90 mg/g. The adsorption process followed pseudo-second-order kinetics (R2 ≥ 0.98). These findings suggest that MS has potential applications as a low-cost adsorbent for P treatment.

Synthesis of Zeolite from Water Treatment Sludge and its Application to the Removal of Brilliant Green

2018 ◽  
Vol 766 ◽  
pp. 111-116
Author(s):  
Khemmakorn Gomonsirisuk ◽  
Kotchakorn Yotyiamkrae ◽  
Malee Prajuabsuk ◽  
Saisamorn Lumlong ◽  
Pharit Kamsri ◽  
...  
Keyword(s):  
Water Treatment ◽  
Brilliant Green ◽  
Low Cost ◽  
Treatment Plant ◽  
Water Treatment Plant ◽  
Adsorption Efficiency ◽  
Water Treatment Sludge ◽  
Aged Material ◽  
Adsorption Kinetics And Isotherm ◽  
Sem Analyses

In this work, water treatment sludge from the water treatment plant was used to synthesize zeolite material. In the synthesis, the washed sludge was mixed with sodium hydroxide and then heated at 600ºC for 6 h. After agitation, the aged material was heated in a water bath at 80ºC for different period of aging times. Based on XRD and SEM analyses, Faujasite zeolite was obtained. Then, the feasibility of employing the obtained zeolite as adsorbent for Brilliant Green (BG) removal was investigated. The effect of adsorbent dosage and contact time were examined. Adsorption kinetics and isotherm were also evaluated. The results showed that the obtained zeolite has potential for applying as low-cost adsorbent for the removal of BG from wastewater with higher than 97% adsorption efficiency.

Desalination of oil sands process-affected water and basal depressurization water in Fort McMurray, Alberta, Canada: application of electrodialysis

2013 ◽  
Vol 68 (12) ◽  
pp. 2668-2675 ◽  
Author(s):  
Eun-Sik Kim ◽  
Shimiao Dong ◽  
Yang Liu ◽  
Mohamed Gamal El-Din
Keyword(s):  
Water Treatment ◽  
Oil Sands ◽  
Environmental Concern ◽  
Treatment Plant ◽  
Water Treatment Plant ◽  
Fort Mcmurray ◽  
Inorganic Species ◽  
Conductivity Range ◽  
Industrial Reuse ◽  
The Cost

The high content of inorganic species in water used to extract bitumen from the Alberta oil sands and in the groundwater below the oil sands is an increasing environmental concern. These water matrices require treatment before they can be reused or safely discharged. Desalination of the oil sands process-affected water (OSPW) and groundwater, or basal depressurization water (BDW), can be accomplished with deionization techniques such as electrodialysis (ED). In order to achieve the effective ED treatment, OSPW and BDW were pretreated with coagulation–flocculation–sedimentation to remove solid species and turbidity. We demonstrated that a conductivity range for industrial reuse of OSPW and BDW can be achieved with the ED treatment and showed the possibility of applying ED in the oil sands industry. A continuous ED system that reuses the diluate stream as a source for the concentrate stream was designed. The cost of a hypothetical ED water treatment plant in Fort McMurray, Alberta, was estimated to be C$10.71 per cubic meter of treated water.

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