As these are critical to drinking water treatment, … Calculate the followings: 1. Ideal pH range … Two students in CEE 453 (Kim Wilson and Morgan Rog, 2005) measured the optimal alum dose for kaolin suspensions in Cornell tap water. Resultant pH after treatment No. 6-Discussion: Coagulation units require precise dosage control in order to remain effective. Both … Alum dose and pH control of coagulation were found to be important factors go-verning DOM removal. The dosage of alum, which represents least turbidity, gives Optimum Coagulant Dosage (O.C.D.). However, this classification may be somewhat different in other texts. Coagulants are classified as being inorganic or organic. The dirtier the water, the more alum you need to feed. The turbidity value is proportional to the amount of colloid and suspended solids in water that cannot be deposited in usual ways. The study on the performance of different coagulants in water treatment was carried out using coagulants such as alum(C1), Poly aluminium chloride(PAC)(C2) and sodium aluminate(C3). The initial dosage of the coagulants was found to be for femc chloride 7.01 mg, ferrous sulphate 8.93 mg, and for aluminum sulphate 6.54 mg. Impacted by mixing, alkalinity, turbidity and temp. 0mg/L Alum Dose (control), 47, Being the control experiment, no percentage of turbidity got removed. Genera removal vs alum dosage 5 Algae and turbidity removal 6 Factors influencing algal removal 8 References 9 Appendix A. Algal counts for runs 1 through 25 11 Appendix B. 2. Plot a graph with alum dosage along x-axis and turbidity along y-axis. Repeat steps 1-10 with higher dose of alum, if necessary. 150 35 25 71.4 2. 3. Materials Tap water. 2. Some characteristics of observed algae 20 . However it should be considered that coagulation with alum may … For example, to reduce fluoride from 3.6 mg/l to 1.8 mg/l, the aluminum dosage was 18 mg/l as Al, or 10 mg Al per mg fluoride removed, at an optimum pH of 6.5. Flocculation and mixing speed played only a minor role in the removal efficiencies for both orthophosphates and suspended solids. Also, alum at 40 mg/L removed COD, turbidity, and TSS by 51.72%, 92.16%, and 85.26% respectively from the refinery wastewater. … 4. +31. An enhanced coagulation with alum was then conducted by standard jar test to optimize coagulation pH and alum dose. Residual Turbidity vs Alum-Solution Concentration at Alum Dosages of 40, 50, and 60 mg/l A- lime added 30 s after alum; B-lime added with alum; and C-lime added 30 s before alum. It was also showed that humic substances are rather more … High … S. Turbidity Alum PAC % PAC Consumption No. Iron coagulants can be used successfully over the much broader pH range of 5.0 to 11.0. Conclusion: The use of M. oleifera as a natural coagulant is … The coagulation efficiency of alum remained almost constant within the dosage range of 1–4 g L −1 at pH range of 6–8. Initial turbidities of water samples were adjusted to be 10, 50, 100, 200, 500 and 1000 NTU. Theoretically 1 mg/L of alum reacts with 0.45 mg/L of natural alkalinity expressed as CaCo3 0.30 mg/L of 85% quicklime as CaO , and 0.35 mg/L of 95% hydrated lime as Ca(OH)3′ Alum is generally fed in … Analysis of zeta potential vs. coagulant dosage results are used to evaluate the effectiveness of various chemicals (typical examples are alum, ferric sulfate, etc.) Organic coagulants include the so called poly DADMAC (polydiallydimethyl ammonium chloride) range … Finally, the turbidity removal efficiency decreased when the FCE dose was more than 2 mg/L . The volume of sludge produced per MGD if it is collected at 2% solids. Both alum and ferric chloride demonstrated excellent removal of suspended solids from initial TSS values of approximately 100–10 mg/l at a dosage of 90 mg/l. Another ten jar tests were performed with and the average value was of the optimum dose was found to be 45 mg/L … dosage vs. zeta potential and turbidity it can be seen that when the zeta potential of the dispersion results in a near zero zeta potential, the turbidity, or cloudiness, of the mixture is also nearly zero. Download our Water Treatment Plant Diagram … Settling-Velocity Distribution Curves for an Alum Dosage of 40 mg/l and Alum-Solution Concentrations of 100, … Reagents required: Alum solution (1 ml containing 10 mg of alum) Procedure : 1. These particles are not visible but a … Turbidity vs Alum Dose It can be seen from the graph that as we increase the alum dose, turbidity decreases till a particular dose, after which if we increase the dose further, turbidity starts increasing. Iron Salts Less … 4. Ferric sulfate was effective at DOC removal but required a higher concentration of coagulant and was the least effective coagulant at … 0 Results indicated that turbidity removal efficiency declined to some extent by increasing initial turbidity level from 100 to 200, 500, and 1000 NTU. function of aluminum sulfate dose at pH range of 4-8. 3. Alum / lime 25 15 3094 94 95 30 95 Figure 3 – plot of turbidity removal efficiency Vs coagulant dosage B. pH The pH ranges from 6.4 to 7.4 as shown in table 3 which shows neutral condition of the polluted water. Dosage is generally around 25 mg/L. 800 80 40 50.0 4. Turbidity Alum Model. ^ A B C ^ 01234 01234 01234 Settling Velocity-cm/min Fig. Comparative dose to bring down the turbidity to 5 NTU. This phenomenon could be attributed to a couple of reasons. In other words, results showed that alum … 1. Sample ID, Turbidity (FAU) and Remarks: Tap water, 0.91, Tap water is distilled hence a minimal amount of turbidity. The turbidity and the % solid removal were 3. A raw water supply is treated with an alum dosage of 25 mg/L. Measure the alkalinity, turbidity, and pH of each jar at the end of 30 minutes. In bulk water treatment, the jar tests are repeated with varied alum dose until the ideal dose is found. 10mg/L Alum Dose, 40.6, Addition of 10mg/l of alum dose removed 13.61% or turbid. which settled very quickly. It was also showed that humic substances are rather more removed by alum than the other DOC compounds [4]. Optimum removal of turbidity (98%) and dissolved organic carbon (DOC) (70%) was achieved for 100 mg alum L-1 at pH 5. Based on what we found in … alum dose (mg/L) = a + b*log(turbidity). Optimum removal of turbidity (98%) and dissolved organic carbon (DOC) (70%) was achieved for 100 mg alum L-1 at pH 5. Alum- (aluminum sulfate)-particles suspended in natural, untreated water normally carry a negative electrical charge. Initial turbidities of 10 and 50 NTU, 100 and 200 NTU and 500 and 1000 NTU were respectively considered as low, medium and highly turbidity levels in water, based on the applied turbidity levels. Experimental results suggested that turbidity removal performance varied according to the following … Assume that the sludge has a specific gravity of 1.011 ( at 4 °C ) 13. Forms flocs of aluminum hydroxide (AlOH 3). and a number of commercial brands of … Activated carbon. Trivalent Al charge attracts neg – particles 2. Find the pH of the sample and adjust it to 6 to 8.5. Through charge neutralization and flocculation in raw water, alum removes: Turbidity; Suspended solids; Total organic carbon (TOC) Biochemical oxygen demand (BOD) Aluminum Sulfate easily hydrolyzes to form insoluble precipitates which aid in removal of tiny particles that cannot be easily filtered and/or are too small to settle via gravity in a useful period of time. Now add 1 ml, 2 ml, 4 ml, 8 ml, 10 ml, 12 ml of alum respectively in each one of the beakers. Turbidity meter. Coagulation in combination with flocculation and sedimentation (SUVA) was calculated by the following equation: x (1) investigated by using a synthetic turbid pH 7. Alum dose and pH control of coagulation were found to be important factors governing DOM removal. Take 1000 ml of given sample in 6 beakers. The best performance of alum in removing turbidity from water was obtained at pH 7 following by pH 6. Ferric chloride and ACH were observed to obtain the highest DOC (85% and 70%, respectively) and color (98% and 97%, respectively) removals at the lowest dose concentrations (120 mg/L and 100 mg/L, respectively). Residual Aluminium with PAC/alum. In this technology, guidelines for dose calculation and application are lacking. Observation That dose at which turbidity is minimum is the optimum dose for coagulation. From Table 1, it will be noted that polyaluminium … PACl (as 100%) was required for treatment of a coloured, low turbidity water (Otway region, Victoria) compared to similar performance obtained when using an alum dose of 55 mg/L, and ♦ the increase in chloride in the treated water is much lower than the sulphate increase from alum, resulting in lower overall increases in the TDS of the treated water. Optimum turbidity removal was achieved with a 60 mg/l dosage for both alum and ferric chloride. dosage is comparable to 10ppm of alum dosage • This implies, dosage of PAC will be only 30% of that of alum dosage. Alum has a demand for hydroxide and alkalinity and only works within a certain pH range. S. Dose of Aluminium Concn. A jar test is a test used to find out the optimum dosage of coagulants like Alum. With aluminum sulfate, optimum coagulation efficiency and minimum floc solubility normally occur at pH 6.0 to 7.0. Algal Removal by Alum Coagulation by S. D. Lin, R. L. Evans, and D. B. Beuscher SUMMARY Twenty-five samples of Illinois River water were subjected to the coagulation process using … Introduction Turbidity is one of the important physical parameters of water that representing the amount of suspended solids, (Kawamura, 2000; Daneshvar, 2009). Keywords: Turbidity, Optimum dose, Poly Aluminum Chloride (PACL), pH. Aluminum dosages are generally high for appreciable fluoride removals. The fractionation and measurement of residual aluminum was conducted during the treatment of humic (HA)-kaolin synthetic water with Al(2)(SO(4))(3), AlCl(3) and polyaluminum chloride (PAC) in order to investigate the effect of pH on the coagulation performance as well as residual aluminum speciation. From the results, it can be seen that there is not much significant The performance was studied with respect to turbidity removal, concentration of residual aluminium and comparative cost of coagulants for treatment of Bhima river water. If ferrous compounds are used, oxidation to ferric iron is needed for complete precipitation. The amount of alum required to treat a flow of 1 MGD(million gallon /day) 2. 0 2 4 6 8 10 12 14 0 20 40 60 80 100 120 140 160 180 Turbidity variations vs Alum coagulant dosage Alum coagulant A Alum coagulant B Coagulant (mg/l) Turbidity (NTU) Figure 2: Variation of turbidity in different jars for both sample, A and B using Alum coagulant. Inorganic coagulants include those commonly used chemicals that relay on aluminium or iron. They found the following relationship. 14. NTU mg/L mg/L against % Alum Consumption 1. In-line coagulant injection facility is an innovative application technology in restoring Eutrophic lakes. The chemical reactions between the water's … 2200 65 40 61.5 Table 6. This may require either chlorine addition or pH adjustment. These particles are attracted to the positive charges created by aluminum hydroxides. The relationship for turbidities less than 100 NTU can also be expressed as. The performances of these … On one hand, at a lower coagulant concentration, its long chain adsorbed on the surface of one colloid particle was adsorbed onto the surfaces of the others, and thus two or more particles aggregated by bridging flocculation. Select the optimum dosage on the basis of supernatant clarity and settleability of floc with secondary considerations to cost and sludge production. The amount of natural alkalinity required to react with the alum added in terms of CaCO 3 3. Abstract: Aluminum, Lime and iron coagulants are commonly used in most industries for many decades to coagulate particles in surface water also removing turbidity from the water prior to flocculation, sedimentation or filtration. Beaker, burette, pipette. Application of higher alum dosage range may improve turbidity removal from relatively high turbidity waters. Large amounts are often required. In this experiment optimum doses are 20mg/l 30mg/l 3. Once you feed a certain amount of alum, it essentially quits working. However, … Sample taken 2.5 cm below surface after 20 min settling. Furthermore, after determining the optimum alum dosage for natural river water, the optimum pH value for color removal was studied by varying the range from 4.5 to 8.5. 550 40 35 87.5 3. 2. Residual turbidity NTU Alum dose mg/L Fig 2 Effect of alum dose on turbidiy removal of high turbid water pH = 7 initial turbidity = 5 2010, Alexandria, by the turbidity meter for different samples. For the same turbidity the chemical dosage required may vary widely because of other factors such a pH, temperature, alkalinity etc also influence the dosage. and alum dose. Moreover, when M. oleifera and alum was used together with a 2:1 dosage ratio (alum at 80 mg/L and M. oleifera at 70 mg/L), they will remove COD, turbidity, and TSS by up to 50.41%, 86.14%, and 81.52% respectively. substance with different alum dosage to compare the removal efficiency of both humic substances and turbidity in either cases. Velocity gradient vs turbidity As the velocity gradient increases, … Although effective, inorganic coagulants have several disadvantages, there has been a concern about the relation between aluminum residuals in treated water and Alzheimer … For example, to treat muddy water like that from the Mississippi, even … Find the residual turbidity of the supernatant using nephelometer. Most of the time you can go for a Jar test. To further reduce the fluoride to 1.0 mg/l, a dosage of 12 mg Al per mg fluoride removed was required. The respective initial dosages were used in order to determine the optimum pH for each coagulant. The optimum alum dosage was lower (1 g L −1) which was the lowest required dosage obtained the highest turbidity removal. To treat excessively dirty water, simply increasing the alum isn’t going to do anything. pH and coagulant dose were developed and evaluated. Turbidity removal as a function of aluminium sulfate dose at pH range of 4-8 (a-f). Clay. Table 5. Reaction between alum and natural constituents of various waters are influenced by many factors, so it is impossible to determine accurately the amount of alum that will react with a given amount of alkalinity. You cannot say that simply without knowing the characteristics of the water under consideration. By the aid of jar test apparatus, we used various alum dosages from 0 and 200 mg/L. In combination with flocculation and mixing speed played only a minor role in the removal efficiencies for alum. Minimum floc solubility normally occur at pH 7 a + b * log ( turbidity ) range alum dosage vs turbidity turbidity! 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