1- Dindarloo, k., and Naddafi, k. (2003). “Prevention of biological corrosion of sewer concrete pipes with oxidizing compounds.” J. Medical of Hormozghan, 7(4), 211-215.
2- Kaempfer, W., and Berndt, M. (1998). “Polymer modified mortar with high resistance to acid and to corrosion by biogenous sulfuric acid.” Proc. of the IXth ICPIC Congress,Bologna,Italy, 681-687.
3- Vincke, E., Wanseele, E.V., Monteny, J., Beeldens, A., Belie, N. D., Taerwe, L., Van Gemert, D., and Verstraete, W. (2002). “
Influence of polymer addition on biogenic sulfuric acid attack of concrete.”
International Biodeterioration and Biodegradation, 49(4), 283-292.
4- Padival, N. A., Weiss, J. S., and Arnold, R.G. (1995). “Control of Thiobacillus by means of microbial competition: Implications for corrosion of concrete sewers.” Water Environment Research, 67(2), 201-205.
5- Schmidt, M., Hormann, K., Hofmann, F. J., and Wagner, E. (1997). “Beton mit erhöhtem Widerstand gegen Säure und Biogene Schwefelsäurekorrosion.” Concrete Precasting Plant Technol., 4, 64-70.
6- Tazawa, E. I., Morinaga, T., and Kawai, K. (1996). “The deterioration of concrete in sewerworks caused by metabolites of aerobic microorganisms, and preventive measures.” L’Industria Italiana del Cemento, 11, 792-780.
7- Asbjørn, H. N., Jes, V., Henriette, S. J., Tove, W. A., and Thorkild, H. J. (2008). “Influence of pipe material and surfaces on sulfide related odor and corrosion in sewers.” Water Research, 42, 4206-4214.
8- Zhang, L., DeSchryver, P., DeGusseme, B., DeMuynck, W., Boon, N., and Verstraete, W. (2008). “Chemical and biological technologies for hydrogen sulfide emission control in sewer systems: A review.” Water Research, 42(1-2), 1-12.
9- Bitton, G. (2005). Wastewater microbiology, 3nd Ed.,McGraw-Hill,New York.
10- Kyeoung, S., and Tadahiro, M. (1995). “A newly isolated fungus participates in the corrosion of concrete sewer pipes.” Water Sci. Technol., 31(7), 263-271.
11- Delgado, S., Alvarez, M., Rodriguez-gomez, L. E., and Aguia, E. (1999). “H2S concentration generation in a reclaimed urban wastewater pipe, Case study: Tenerife (Spain).” Water Research, 33( 2) , 539-547.
12- Yongsiri, C., Vollertsen, J., and Hvitved-Jacobsen, T. (2005). “Influence of wastewater constituents on hydrogen sulfide emission in sewer networks. ” J. of Environmental Engineering, 131(12), 1676-1683.
13- Elke, V., and Steven, V., Joke, M., and Willy, V.(1999). “A new test procedure for biogenic sulfuric acid corrosion of concrete.” Biodegradation, 10, 421-428.
14- Hvitved- Jacobsen, T. (2008). “Corrosion of concrete sewers-the kinetics of hydrogen sulfide oxidation.” Science of the Total Environment, 394 (1), 162-170.
15- NDEQ. (1997). Technical basis for a total reduced sulfur, Ambient air standard,Nebraska Department of Environmental Quality, Air Quality Section.
16- Mcgavran, p. (2001). Literature review of the health effects associated with the inhalation of hydrogen sulfide, IDEQ,Buise,Idaho.
17- Boon, A. G. (1995). “Septicity in sewers: Causes, conse- quences and containment.” Water Sci. Technol., 31(7), 237-253.
18- Abdelmseeh, V. A., Jofriet, J., and Hayward, G. (2008). “Sulphate and sulphide corrosion in livestock buildings, Part I: Concrete deterioration.” Biosystems Engineering, 99( 3), 372-381.
19- Ma.Guadalupe, D., Gutierrez, P., Angela, B., Serguei, O., John, P., and Joann, S. (2009). “Simple scanner-based image analysis for corrosion testing: Concrete application.” J. of Materials Processing Technology, 209( 1), 51-57.
20- Jes, V., Asbjørn, H. N., Henriette, S. J., Tove, W. A., and Thorkild, H. J. (2008). “Corrosion of concrete sewers-The kinetics of hydrogen sulfide oxidation.” Science of the total Environment, 394( 1) , 162-170.