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Adsorption mechanism of low concentration pollutants in water on modified zeolite

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Jo

Adso

Schoo _______ ABSTRA Na-Citra nitrate n ammonia absorptio modified of nitrate Key wor _______ Eutrophic solve the sewage d done, esp large in a by zeolite

Based on ammonia

2.1 Expe

Zeolite f modifyin Main e Electroth and SX-1 2.2 Expe (1) Remo

ournal of

orption m

Han

ol of Civil and

____________

ACT

ate and FeCl3

nitrogen and a-nitrogenn

on experiment zeolite was b e nitrogen wer

rds: zeolite, am

____________

cation is the m e problems o discharging an pecially resear adsorption rat e [8].

n the static a a-nitrogen、ni

eriment mate

from Shenyan ng zeolite with

xperiment a hermal–homoi 10-13 Chambe eriment meth oval efficiency

Chemical

echanism

nxin Huo, H

d Environme

____________

as active age COD on m itrate nitroge ts. The results basically cons

re strongly con

mmonia-nitro

____________

main water p of avoiding eu nd alleviating

rches in nitro tio surface are

and dynamic itrate nitrogen

rial

ng was chosen h Na-Citrate an

apparatuses w iothermal Air-er Electric Fur

hod

y experiments

l and Pha

Research

m of low co

Hai Lin*, Y

ental Enginee

____________

ents were used modified zeoli

n and COD in s suggested th istent with La nsistent with F

gen, nitrate ni

____________

I

ollution probl utrophication water shortag gen and COD ea [4-7]. In re

adsorption ex n and COD by

EXPE

n for sample nd FeCl3, zeo

were HZQ-F -blast Dry Bo rnace.

s. Ammonia n

armaceuti

h Article

oncentrat

zeolite

Yingbo Don

ering, Unive ____________

d to modify na ite improved n water on m hat: the adsor angmuir isothe Freundlich ad

itrogen and CO

____________

INTRODUCT

lem of lake, r by biologica ge, Researches D. Zeolite is a cent years, re

xperiments, T y modified zeo

ERIMENT S

materials. Th lite was dryin

F160 Full ox, WFZ-UV-2

nitrogen、nitr

ical Resea

tion pollu

e

g, Quanli L

rsity of Scien

____________

atural zeolite. rapidly. In odified zeolite rption mechan erm model, w dsorption isoth

OD, adsorptio

____________

TION

reservoir and al treatment e s of advance s a natural mine esearchers wer

This paper st olite in water.

SECTION

he particle si ng in 105℃, re

Temperature 2000 Ultravio

rate nitrogen a

arch, 2014

ISS

CODEN

tants in w

Liu and Ha

nce and Tech

____________

The adsorpti this paper, e were studied nism of ammo hich was chem herm, which w

on isotherm

____________

ocean, etc. in effluent, reus sewage treatm eral, full of ho

re focusing on

tudies on the

ze was 0.074 eserved to cha

Oscillation olet Spectroph

and COD wat

4, 6(3):90

SN : 0975-7

N(USA) : J

water on m

an Wang

hnology, Beij

____________

ion of ammon adsorption m d under static onia nitrogen misorption; T was multilayer

____________

n many count se of wastewa ment in many c oles and chan n adsorbing m

adsorption m

4mm. After p ange to modifi

Incubator, hotometer, 32

ter sample of

6-911

7384

JCPRC5

modified

jing, China ___________ nia-nitrogenmechanism of c and dynamic and COD on The adsorption r absorption.

___________

tries [1-3]. To ater, reducing countries were nnels inside, is materials made

mechanism of

preparation by fied zeolite.

DHG-9053A 0 pH Monitor

6, 3, 60 mg/L

(2)

content.

(2) Adsorption isotherm experiment. In 25℃ condition, ammonia nitrogen、nitrate nitrogen and COD water sample of 5, 10, 20, 40, 50, 70, 100, 150 mg/L were prepared. First, water samples were input into several 300mL triangular flasks. Then the flasks were putted in incubator and were stirred for 24 hours in 200rpm condition to make sure adsorption equilibrium. Last, filtered by 0.45μmembrane and measured the concentration of ammonia nitrogen、 nitrate nitrogen and COD in water, drew the adsorption isotherm separately.

RESULTS AND DISCUSSION

3.1 Synchronization removal efficiency of low concentration pollutants in Water

Figs.1 showed synchronization removal efficiency of ammonia-nitrogen、nitrate nitrogen and COD by zeolite and modified zeolite in water by comparison.

Fig.1 Synchronization removal efficiency of ammonia-nitrogennitrate nitrogen and COD by zeolite and modified zeolite in water

Figs.1 show that the ammonia-nitrogen、nitrate nitrogen and COD removal efficiencies of modified zeolites exhibited qualitative changes compared with natural zeolites. The ammonia-nitrogen and the nitrate nitrogen removal rates increased from 53.15%、2.01%to 89.19%、15.26%, and the ammonia-nitrogen removal rate increased from 5.02% to 46.11%.

3.2 Adsorption isotherm experiment of ammonia-nitrogen

24hours absorption experiments of modified zeolite were done in 30℃ conditions. When adsorption equilibrium was achieved, the concentrations of ammonia nitrogen in the water sample were measured. After that, adsorption experiment results were analyzed according to Langmuir and Freundlich adsorption isotherm models [9-11].

Here is the Langmuir adsorption isotherm model:

L e L

L e e

K

C

a

K

q

C

1

(1)

Freundlichadsorption isotherm model is showed in the following:

e

e

C

n

K

q

lg

1

lg

lg

(2)

Langmuir and Freundlich modified zeolite adsorption isotherms of ammonia nitrogen by were plotted by using experiment results. See Fig. 2 and 3.

0 10 20 30 40 50 60 70 80 90 100

Ammonia-nitrogen Nitraten itrogen COD

R

emoval rate/%

Natural Zeolite

(3)
[image:3.595.157.455.103.284.2]

Fig. 2 Ammonia-nitrogen Langmuir adsorption curve of modified zeolite

Fig. 3 Ammonia-nitrogen Freundlich adsorption curve of modified zeolite

Langmuir adsorption isotherm of phosphorus is showed in the following:

1/q=0.336/C+0.321 R2=0.998 (3)

Freundlich adsorption isotherm of phosphorus is showed in the following:

lgq=0.200lgC+0.272 R2=0.875 (4)

The experiment results showed the ammonia nitrogen adsorption isotherms are similar with Langmuir adsorption isotherm model, which means the ammonia nitrogen adsorption type of modified zeolite is chemisorption.

3.3 Adsorption isotherm experiment of nitrate nitrogen

24hours absorption experiments of modified zeolite were done in 30℃ conditions. When adsorption equilibrium was achieved, the concentrations of nitrate nitrogen in the water sample were measured. Fig. 4 and 5 showed that Langmuir and Freundlich adsorption isotherms of nitrate nitrogen by modified zeolite.

0.0 0.2 0.4 0.6 0.8 1.0 1.2

0.0 0.5 1.0 1.5 2.0 2.5

1/

q[g/

mg(NH

4

+)]

1/C[L/mg(NH4+)]

0.0 0.1 0.2 0.3 0.4 0.5 0.6

-0.5 0.0 0.5 1.0 1.5

lg(q)[lg(mg

(N

H4

+)/g]

(4)
[image:4.595.145.454.86.269.2] [image:4.595.145.453.293.497.2]

Fig. 4 Nitrate nitrogen Langmuir adsorption curve of modified zeolite

Fig. 5 Nitrate nitrogen Freundlich adsorption curve of modified zeolite

Langmuir adsorption isotherm of nitrate nitrogen is showed in the following:

1/q=0.701/C+0.651 R2=0.87 (5)

Freundlich adsorption isotherm of nitrate nitrogen is showed in the following:

lgq=3.021lgC+0.718 R2=0.997 (6)

The experiment results showed the nitrate nitrogen adsorption isotherms are similar with Freundlich adsorption isotherm model, which means the ammonia nitrogen adsorption type of modified zeolite is multilayer absorption.

3.4 Adsorption isotherm experiment of COD

24hours absorption experiments of modified zeolite were done in 30℃ conditions. When adsorption equilibrium was achieved, the concentrations of COD in the water sample were measured. Fig. 6 and 7 showed that Langmuir and Freundlich adsorption isotherms of nitrate nitrogen by modified zeolite.

0.0 0.5 1.0 1.5 2.0 2.5

0.0 0.5 1.0 1.5 2.0 2.5

1/

q[g/

mg(NO

3

-)]

1/C[L/mg(NO3-)]

-0.8 -0.3 0.2 0.7 1.2 1.7

-0.4 -0.3 -0.2 -0.1 0 0.1 0.2

lg(q)[lg(mg

(N

O3

-)/g

]

(5)
[image:5.595.141.467.82.278.2] [image:5.595.136.470.287.495.2]

Fig. 6 COD Langmuir adsorption curve of modified zeolite

Fig. 7 COD Freundlich adsorption curve of modified zeolite

Langmuir adsorption isotherm of COD is showed in the following:

1/q=2.673/C+0.010 R2=0.998 (7)

Freundlich adsorption isotherm of COD is showed in the following:

lgq=0.611lgC+0.110 R2=0.981 (8)

The experiment results showed the COD adsorption isotherms are similar with Langmuir adsorption isotherm model, which means the COD adsorption main type of modified zeolite is chemisorption.

CONCLUSION

(1)After modified by Na-Citrate and FeCl3, the removal efficiencies of modified zeolites had improved obviously.

The ammonia nitrogen and the nitrate nitrogen removal rates increased from 53.15%、2.01%to 89.19%、15.26%, and the ammonia-nitrogen removal rate increased from 5.02% to 46.11%.

(2)The modified zeolite adsorption isotherm shows, to nitrate nitrogen and COD adsorption, modified zeolite was fit with Langmuir isotherm model, and the main type of modified zeolite is chemisorption; to ammonia nitrogen adsorption, modified zeolite was fit with Freundlich isotherm model, and the main type of modified zeolite is multilayer absorption;

0.00 0.04 0.08 0.12 0.16 0.20

0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07

1/

q[g/

mg(CO

D

)]

1/C[L/mg(COD)]

0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2

1.0 1.5 2.0 2.5 3.0 3.5

lg(q)[lg(mg

(C

OD

)/g

]

(6)

Acknowledgments

This work was supported by the National Natural Science Foundation of China (51174017).

REFERENCES

[1]Mizuta K., Matsumoto T., Hatate Y., Nishihara K., Nakanishi T. Bioresource Technology, v.3, n.95, pp. 255-257,

2004.

[2]Zhao T. G., Wu D. Y., Chen J. G., Kong H. N., Zhang B. H., Wang Z. S.. Environmental Science, v.4, n.27, pp.696-700, 2006.

[3]Drizo A; Forget C., Chapuis R.P., Comlan Y. Water Research, v.8, n.40, pp.1547-1554, 2006.

[4]Yang H., Ning H. L., Pei L. Chinese Journal of Environmental Engineering, v.2, n.5, pp.343-346, 2011.

[5]Cheng X. W., Zhong Y., Wang J., Guo J., Huang Q., Long Y. C.. Microporousand Mesoporous Materials, v.3, n.83, pp.233-243, 2005.

[6]Li X., Fan Q., Yang Y. L., Chen L., Zhang L.. Journal of Beijing University of Technology, v.6, n.35, pp.825-829,

2009.

[7]Lin H., Guo L. L., Jiang L. Y.. Journal of University of Science and Technology Beijing, v.5, n.32, pp.644-649,

2010.

[8]Yousefa. R. I., El-Eswedb. B., Al-Muhtaseb A. H.. Chemical Engineering Journal, v.3, n.171, pp.1143-1149,

2011.

[9]Huang H.,Xiao X., Yan B., Yang L. Journal of Hazardous Materials,v.3, n. 175, pp. 247-252, 2011.

[10]Han R. P., Zhang J. J., Han P., Wang Y. F., Zhao Z. H., Tang M. S.. Chemical Engineering Journal, v.3, n. 145, pp. 495-504, 2009.

Figure

Fig. 3 Ammonia-nitrogen Freundlich adsorption curve of modified zeolite
Fig. 5 Nitrate nitrogen Freundlich adsorption curve of modified zeolite
Fig. 7 COD Freundlich adsorption curve of modified zeolite

References

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