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26 -./0 *+, $) '( %& $!"# o6 #-( GnE N('. @ 2H:C 6#aC» (1391),R? T<1]: )59 ÅFQ wc 8<;17-3 1391 )U J/K!*1H, «ANP 0? R:E 6 d 5)67.56-39 /)C %&-. 2<1» (1390) 81,50<10 1h< 8 IV )1b Å>?V N" )*I - «)<P &D@. :H6 H %.$ p3 J36 A1 8./? R:E 6?.05' #./ K)L(D(*/((L./ b*d 2<1»..47-33 1 )U J/K.<1+ 2<H,< =H äf «7 0:. 67 A)E*» (1388) )9"Q? ) - (1391) )*Z ã<30!f3 vu7 K1(*/( JK(:1(*/( )* &1 W6./ 6 (D/a Å1L3:V *81; #)/ 5)67 #-(.70-47 19 <!?,!30 <1h:!9l «K*/(./ 2<1? R:E 6 S(Q. m./ /.76» (1391) )V 6*1K <1U )vf Åã4R 8<;1 - J/(E. 9/ 5q67 #-( :/( #&D@) )L(D(*/((L :/C. GnE #$@.74-61 58 1390 ; ;HU Q =9R!9l «(:E A)E* 6 h1 6 ($D 5)67 #-( L(D(*/((L./ 2H E/6» (1388) )0 )Q*R -.88-71 86,K!30 <1h:!*1H, «(26/ :E d3 G(,) G(E/. f «67 5q67 #-( L(D(*/((L./ P(Q E/6» (1391) ;CJ,<8 ã_e *5* 6R -.139-113 N8 N+f 8 >;10 J*C )H/K -)9R!9l.I za 0C 2<H,< +H N+f )0 äf «6/ L(D./ 0(P» (1391) >< 8<69R - #-( / f.g7 #:E(C M #6 %)) /.- J1( \(<1» (1390) /Q ) 81+A.34-28 >; `C XQ 81U!*1H, «?.05'.O0 2<H,< <1+ =H äf «<@E G7 L(D./» (1389 ) 1h<)9R J,<8? - 0.1 #./ 23 +1 / rs 2(S E/6» (1394) *1K ),yr 1V0,; Å8 1, -.6*1] 1Y81. O*; \V ;HU O*V!30 )99<> t,<1lqu «:E :E #&D@) <@E G./ 5 6 A3(C %)) A$» (1388) 1]U QC >? ),< Å<9* 8<;O - =86, 9: ^7`C OqL? J/K!9l «(:H :E JKt 5q67 #-( :/(.228-215 2 -Alamilla, S.K., Novotny, V., & Bartosova, A., (2001), GIS Based Approach to Floodplain Delineation and Flood Risk Estimation Applied to the Oak Creek Watershed (Master's Thesis, Marquette University). - -

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