. Iran Water Resources Management Company. (2006). Draft flood damage estimation manual, 296-a, Iran Energy Department, Tehran. (In Persian)
2. Tingsanchali, T. (2012). “Urban flood disaster management.” Proc. Eng., 32, 25-37.
3. Chen J., Hill, A. A., and Urbano, L. D. (2009). “A GIS-based model for urban flood inundation.” J. of Hydrol., 373 (1-2), 184-192.
4. Young, K. D., Kibler, D. F., Benham, B. L., and Loganathan, G. V. (2009). “Application of the analytical hierarchical process for improved selection of storm-water BMPs.” J. Water Res. Plan. Manag., 135 (4), 264-275.
5. Yeh, C.H., and Labadie, J. W. (1997). “Multiobjective watershed-level planning of storm water detention systems.” J. Water Res. Plan. Manag., 123 (6), 336-343.
6. Emerson, C. H., Welty, C., and Traver, R. G. (2005). “Watershed-scale evaluation of a system of storm water detention basins.” J. of Hydrol. Eng., 10 (3), 237-242
7. Gilroy, K. L., and McCuen, R. H. (2009). “Spatio-temporal effects of low impact development practices.” J. Hydrol., 367(3-4), 228-236.
8. Schneider, L. E., and McCuen, R. H. (2006). “Assessing the hydrologic performance of best management practices.” J. Hydrol. Eng., 11 (3), 278-281.
9. Fang, Z., Zimmer, A., Bedient, P. B., Robinson, H., Christian, J., and Vieux, B. E. (2010). “Using a distributed hydrologic model to evaluate the location of urban development and flood control storage.” J. Water Res. Plan. Manag., 136 (5), 597-601.
10. Saaty, T. L. (1980). The analytical hierarchical process: Planning, priority settings, resource allocation, McGraw-Hill Pub., New York, NY.
11. Palmeri, L., and Trepel, M. (2002). “A GIS-based score system for siting and sizing of created or restored wetlands: two case studies.” Water Res. Manag., 16, 307-328.
12. Keir, A.W., Doucett, J. A., and Oliveri, T. (1993). “Landfill siting using GIS technology: The case of the peel landfill site search.” Canadian Conference on GIS, Ottawa, Canada.
13. Tkach, R. J., and Simonovic, S. P. (1997). “A new approach to multi-criteria decision making in water resources.” J. Geog. Inf. Decis. Anal., 1 (1), 25-44.
14. Meyer, V., Scheuer, S., and Haase, D. (2009). “A multicriteria approach for flood risk mapping exemplified at the Mulde River, Germany.” Nat. Hazards, 48 (1), 17-39.
15. Shahmansouri, A., Sabahi, M. S., Rezaei Adryani, R., Lotfi, A., and Khodadi Darban, A. (2012). “The application of Analyical Hierarchy Process (AHP) in the selection of type and location of water treatment plant.” J.of Water and Wastewater 84, 134-139. (In Persian)
16. Prince George’s County Department of Environmental Resources. (2005). BMP/LID decision support system for watershed based stormwater management: User’s guide, Department of Environmental Resources Programs and Planning Division, Largo, MD.
17. United States Environmental Protection Agency. (2012). System for urban stormwater treatment and analysis integration (SUSTAIN) model, Office of Research and Development, Cincinnati, OH.
18. Young, K. D., Dymond, R. L., and Kibler, D. F. (2011). “Development of an improved approach for selecting stormwater best management practices.” J. Water Res. Plan. Manag., 137 (3), 268-275.
19. Cronshey, R. (1986). Urban hydrology for small watersheds, 2nd Ed., Natural Resources Conservation Service, Washington, DC.
20. United States Department of Agriculture- National Resources Conservation Service. (2004). Chapter 10: Estimation of direct runoff from storm rainfall, Part 630: Hydrology: National Engineering Handbook, Washington, DC.
21. Mahab Ghodss Consulting Engineers. (2011). Tehran stormwater master project, Tehran. (In Persian)
22. United States Environmental Protection Agency. (2000). National menu of stormwater best management practices: Dry detention ponds, USA.
<http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm?action=factsheet_results&view=specific&bmp=67> (May 1, 2012)
23. Munda, G. (2006). “Social multi-criteria evaluation for urban sustainability policies.” Land Use Policy, 23 (1), 86-94.