! "#$ 2- Grabon
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- James Hines
- 5 years ago
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1 /0/ : #$%& $'( 393/09/9 :! "#$ (&' () ' *+$ ) (,;-<) #89, * 6$ & 0$ #$(,$-./ *$+,$;.39; -< G7 +;/ %/ EF9 ; BC(; #&> + NO; G +; -% M-.KL -J > 4 J + 39; - I&# ;-$; + +8 B& + *$+ 6 &7( G E R -> $ K % S$/ 3%L.39; / + + P4 G> 34 +;+ V& W$&.& #9- #RF9 &9 % <T$ ; #8- #;-<U( # JO; -Z&V& # JO; %[8 W$& PH Ec -$+,$; +L.39;.JF X$;- + Y8 PH ;? > ^$-_ ; P4 ; Y8 S$9- &]9 X9.39%&; #F8 S$9- ;- P4 +;\9; + 9 +,( ,84 &]9 #+.9 G>./ 39+ (338, 65 ton/ha/y `Ja %- G JR( $?h( ; \ Bh +.39; Y8 fg(; S$9- e -Z&V& & *$+ 6*>?$-/ P4 e&7; +h$; GR ;$U ^_K + / %&;( #$; *$+ P4 X R X$;- 6 ( 9 W$& Sa + #P;; -> V& + #J49 j -< + / #\ 0_ #_;- i9k #$(. +/ +%KV U S$/ Y8 S$9- & *$+ : musaabedini@yahoo.com - Grabon #J +; ^R ZV&;+ () #\ 0_ ;-kl -< V&;+ l
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4 ...!" # $%& 6 + *J>? a/ P4 + #OK8 S$9- #> G JR( $?h( ^$-_ ; (39).+;+ (+# 9 h &,$; / G JR( - % ; K-%?$-0( -% #7$+?& + K%9 FK (393) ;7 K0(.39; -F8 Ç-\ + ] #OK8 S$9- G &U wr P4 %>8 > 39; -Z& ^ R( $.&;8;+-U?$-0( #J< G$; + -% m$(>; \9( +?09 j S& #9- #<+/ ; + uv& i> m9 ; #9-9+ G +?$-0( #J<G$; YU + > 39; / ;7 #(-p J< 9; M-.K># Gn ^ 3$(.qL + i9k?09 j #a$( rl,;+ 6 t>?$-/ P4 + #$;K7/ #7$ &9/ + + (393) G;n, Kt > &; 9 h &,$; +-> ^ R( -p Gn 9 ; +C9; - % #V7 70 ; J i ; #K \ B& +R %K( ;(#& ; K7/ ( - - ;q<- p'( K;+ e [8 KR&; G7 K7/ N( ; FK,$; J u- #9KY8 G;n,$; #9Kl, 7J +& &9 `Ja -É>;l4 ^_K J> ~ + #P;; #P; -> 4; %> #KL Sa + Y8 S$9- - ; #V0KL -&; p/ + +.K# / ;; S$9- ;? - ; ~ e e p/ +-> ^ R( (05) ;7 Jh&/ ~]U/ ;( + -pñ G;n #7$ G,-< -I& + ;, Z& -P4 ^ R(.&;+&.39; -< vh&; & #$( *$+ #P;; -> #7$>; + #-h( %- ; +C9; #&; > vh&; }(n -P4 ^ R( BP 3 L( V& ; +C9; e;v K0 - ;;.39; / Gn #ZV$/ > FK m JO; K m 9 i % <T$ FK :50000 :0000 #9K, V& :50000 #;-<U( %>8 S$9- GJn # < SU %>8 % <T$ #$;?>8 #9K, R( 89 #V7 ;+- && v;o; %>8 #9-3%L.& #9- G [C( K, -9 S$/ Å9; > FK + -A %7; ~ ; ( L) Y8 K&;+ &9 B& m$+-> K;+ `Ja %0 ; Y8 + ; Ec %&/ #7$-7; 3$; PH %>8 + 9; 3 \P ÖÜ9 m$+& av ZV$/ #9KV>8) #\ 0_ vjn `Ja ;?; ; 9;,$; +.( L) m$+->, \( #9KV>8 ZV$/ m JO; (;$U& $ ;$U wr ;) G ÖÜ9.m$+- -% (#9K, - Angulo et al
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7 9 /343 0#,/ ) *+,- -.,!" $( -#J 40 #<& X9 (h$r/ -;-$;.-A?09-9 }g> FK / G$;; ( 3V%0$+; ; 39;?@ C' D" -(A +) & *$ #&> FK (& FK #9K; /) ; FK #<& ;? (94 :384 +) - I& R ; #8-.39; 3\ 0_ OV ;-$qu + *$+ EF9 (+ NC(- G +) 39; f- e }0A FK #<& &;+& +/- -#J GO;4.+# G$0( > e9 X R 6$ &# ä$ G[ _ + e +$ 3aP &;+-> ~;?< L+,% ; / GO;4 +;+- + L+ 39/5 ; & *$+ P4 + +, $U G + *$+,$;./ - a0( ;?.39;._- +-9,U> Km ( ^0_ FK m JO; +$ f- #h$(.r ; }(n? & *$+./ 39; -> (+;-<#&9 L+ 8/5) &]9 X9 +.+#, '( +-9,$-./ ] V* 89 (; (E - UZ %ZK9 -A f-\ enc(; -7 U #J; 89 K-$ #9K, wr ; u0(; + #9K, v9 + + %&/ #&89 G7(.39; U u- 3 (] -3$&/ ã? #J; G< & *$+ #O- G49 Sa +.39; (&- U- ;]) #Ü/ #89, +;+ +L #n- G<? & / #-A G49 Sa + V> #-A.KL - #O- 3%L & %J<, +; - * $,;-< Sa +? & & *$+. (:50000 G +; #9Kl, V&) G<.(3 G7) (385 #K$n) 39; f-\ #7 &7( *$+ -< G7 #-A #O- Sa - #-A.KL / #J> & +-Z9;?k +;; G< B& ; & G< f-\ *$+ #O- Sa 6 &- U; S0KL.39; - Z U GO ;& $+ -$ ( -J > 60 _ > 39; #O- -./ -$ 4&,$; \,9; ;+ ; h & enc(; / ] enc(; #-A K;+ + & + %9 +0& / G l+ 39; -& + ; G& (38),^_ #$gn (379) +;m 4 #&8 e\f +K9; FK % \l #$; 8l T$ (:50000 :00000) #9Kl, Vl& (384) 3. 39; \ #7 &7( wr ;? & };- 8; #89, - Majer Neur Fualt 39; -< G7 & G< JL ; #&;;- %J< / ; \ m 9-( FK %$;& #$%& G7,9; + ] ; ÖU #_0&; -p; - l.(+;m 4 #&8 ; G& 385 #K$n) -(ã? ; Bs 8 * -.+# > FK #7 &K7l( 3 \P #$; 3%L #&> ^_K + }]\ Bs ÄP4 G7ll 8-3 -Z&V& /3 G7 8 ; &? a/ ÄP4.39; ;+8- #7 &K7( S;/ ; ; -> -<; 39; FK \ 6 &7( åk+v& = B/wB =33/4.8=.3.(&Z& N0K) 39; \ 6 &7(
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9 ; /343 0#,/ ) *+,- -.,!" $( IG, JK A OP Q", M N "! "?@ (L,G: 9 %&/ -?; #;-<+ V G + ; #J49 #4;& R( R& -V % \ -;? & e;- k( ; #& G -K> IK #J49 e\f 3 ; ;q.39; +& $V( -p' }g> 9 a +$.9 9. (009, &U 7 &9;) 39; ;+8- #&$ 3 ; ; / 3$-$ V> #P;; #J49 e&7; e' 9( m a 6 70 m $-$+$ eg7v +# $V( #/ a &8+ - Z/ P4 G4;9 + %&&; 38+ -;,$; K># +; +;+, Z& # JO; 8,$K* ; +C9; -$ F9 +.(45 :004 ;7 -< ).m$;+& #9- %&&; %8+ R&? & \ 6 K$+ %&; #F8 S$9- G FK # JO; :(Ws) Y8 + +L 3_ 9& 8 -=> # JO; -;U u0(; + ; FK #;MK8 +;\9; ;(# / ; +C9; > -Z$+ i$-p :38 #J$;) (56 :379#0 F8 #( ) 39; &9 + 3_ ; $ Ws i$-p +& #9-.(0 :39 #K$n) (5 Ws = R Rp / t () F; -#J & ~ X9 R & e;-4 L+ =t +L 3_ =Ws $/# 39+ Rp= 30 (t + 7 ) F; ; + u- i$-p = Rp r/ % KÉ9; +# V& 4 G7? & L + e09r W$& >_ ;;+ > #$%.K (Ws) #CK #_ 9& i$-p ;;+ FK % KC9;,% + :388 #K$n) K \ #OK8 S$9- T$ #F8 S$9- ;- K #CK #_ 9& EF9 ( G[ +.39; +$ S$9- ;? -%,$+- % + }[8 (07 : <# +8 ;C/ 34 %;+ 4 ; S ;-* &; e&; 4 X9( Z -p; +, +\ f7 Y-( S$; U il \ 6V8 Y8 + 3_ rc& ;-7( K;+ yf9 +.+9# \ %&; #F8 S$9- ;- ; K -;,$; +# / + - Stanica & Panin - Scheuerlein,et al
10 ...!" # $%& < R =GH " WS " E0 K IG, C' () R$ WS RP mm p 6, T (CS ) -0/ /5,$+- -55/ /8 7/ 3V%0$+; -45/ /6 / +;+-8-4/9 67 /3 5/5 - ( -4/ /7 6/9 +;+- -43/ /8 5 $-% -36/ /8 0/ -% -89/ /5 /9 / -86/94 6 4/86 -/8 r/ -7/ /03-4/7 + -/63 5 4/34-5/3,% 4/ /33-5/ KC9; Ws Ws J F M A M J J A S O N D WS P mm T cg C' 9 0 K Ws OP (4) (
11 /343 0#,/ ) *+,- -.,!" $( ( +, P"Q?@ -9 <GL -, (5) ( V, %@L?@"9 Km L Km +, P"Q?@ E0 K -9 <GL "G! () R$ L Km Km L 4 Km L,L,L,L 3 4 (Km) -9 <"; D= L A W D G %S DK Km?@ A 4/ / 4/ 5 5 B 7/ 5 5/ 0 / / 68 / 5 5 C 8/ / 5 5/ 4 37 D 0/ / 007 4/ / 9 5/ 5 0/ / m K># +C9; K - %Z$; O > P4 ;- F;,$; ; () F; Q = / Ad. / 58 = / / 58 = 5706/ 503Q / m 3 / y +;n; 7 i4- P4 34 Ad 9 + i\7- i4- P4 #+ Q M F; +.K 3p #-h( i$;-p
12 ...!" # $%& ZM N "! " MXY R"! EI 30= /6 ( N Pi / P ) /7 = /6 38/95 /7 =06 80 ton/hac/y (3) F; #<& X9 =Pi (t/h) 7 +,() ; &]9 #$;S$9-8 X9 =EI > :379 #0 F8 #( ) (9 :38 #J$;) (-#J ) & #<& X9 =P (-#J ) &]9.(07 :39 #K$n) ( 60 39; +;+ è ~ > #$% +;\( =N. +/- 7 +,( 06/80 ; &]9 #$;S$9-8 X9 ;? >q - ^0_ (378 4;),! R"! Log Qs= log pw / pa +./ 6 (log H )(tan S ). 56 =30/5 ton/hac/y (4) F; BC(; X9 : H -#J &]9 ~, Z& :Pa 9,$-(;-U ~ X9 :PW/ + >.(+-> IK i L? & ; P4 34 ;(#) + P4 X9 i : S - P4 ZM N "! OP Q" " X>,Q R"! &]9 & ~ X9 ; Å&/ - ^$-_ ; ; #$;S$9-8 +/- 3%L +C9; +;+, Z& ( L) ; +;+ è ~ %&/ + > #$% +;\( -#J i4-).(07 :39 #K$n 59 :379 #0 F8 #( ) 39; e,$ Å&/ * -.39; EI30=./30 ( N Pi / P ) /93 =./30 45,94 /93 = (5) F; & #<& X9 :P i ton/ha/year i4- ; &]9 #$;S$9-8 X9 :EI 30 /+ >.39; +;+ è ~ > #$% +;\( :N -#J i4 - &]9 #<& X9 :P -#J i4 - >! %K K (L,G: 9 K;+ i u0(; + # < SU %>8 #<T$ #9- -(`; 3 &;+?$ %>8,$;.&;+ ~-< -V 9 # %>8 % 5 #; 5, %0 +R + il -;,$; &;+ #>;- # < SU (# Y8 #K\$ 3J 9 Å 9 4) 609 }0& - Arnoldus
13 5 /343 0#,/ ) *+,- -.,!" $( K;+ ija; + %35 #; 5, %0 +R +.( :385 #K$n) +# S$9- G$\( ( -#&9 0 ; }n) 39; - /5 Y8 3aP X9 _ -< e #09K #$;?>8 6$ K>;-U t8+ %&< B;&; FK K;+ ; Sa,$; ia # < SU.(39; - k - ;+$; e\fo ; #0 >-( 3aP m> 9 %>8 %65 ( 35, %0 +R +.K 9 X9 &;& #&;K* R( %>8,$;.&;+ ~-< Å 3J 9 9 ;-< #g #ZK9 ;;+ %65 ; S %0 +R 39; - k - 6$ ( -#&9 K* ; FK,$; + %&/ 3aP - k -#&9 K* ( -#9+ K* ; %&/ ^n 39; ( & R( &;+ 3+) 9 %>8 #g ä$ +h.r ;K0a$ K$;- 3R( e + #ZK9 K8 K;+ ; Sa,$;.39;.PH EC ;?.+;+ 0JA Y8 ^; R( #$ - #7$? i$-a( Sa,$; +.&# ; && K* ; G4 Y8 PH X9.(43 L) m$+-> #9- ;+-&& ; F&,$K* %>8 & ;- 3 &<x K># 3$74 Y8 ` \P + 9; ; + 6 `Ja u& ;-*) %&&; 38+ (~;- e) \ 6 &7( P4 + NC(- G +.K>#& +h$; <.39; - ZV* Y8 S$9- ;? (+L #<$- < t8+ + S(/ NO# u-c K&;+ +, \( &&. +/ ton/ha/year `Ja %- ^$-_ ; / X9 %0 + &;+ ~-< # ( #J 9 ;9 %>8 }0A *$+ #;4 + > +;+ V& Y8 -I& ;.&# G$0( 9 9Z$ ; > K* &;+ &;+ 3+ -V %>8 3 %45 ; -(+$ > &# 6$+?& ;&9/ 4 %>8 (0/) #7$-7; 3$; (PH=5/9) G &U ; PH 3 \P & *$+ P4 +.39; i9k (#OK8 K U U) #F8 S$9- S$; U ;-.39%&; S$9- ;- %>8 +;\9; -Z&V& Ec ph EC " 8&; %$+, &> GL (3) R$ EC ph GL V, 0/ 6/ & *$+.-A K;+ 0/4 6/ $+?& 0/ 5/ 5 *$+ M- 0/8 6 / 45 #\ 0_ NK 89 ikl -< e #8 Y8 R( S$; U P4 i m> K;+ ija; + +$ #<& ;? G + # < SU ;+Å %>8 +$ ^n L( ;q.(%0i ; -> K;+ + T$) 39; %&; #&; -FO S$9- ; %00, m>;-( #&< &< B;&; K< #K* #\(-
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20 ...!" # $%& 5< l "M A Q P"Q?@!, GL; C,; 9 (389) +;+ a l.(7-5 o).8 #U U \9( ;-kl KJ[ m,>": #$ ;-kl e R( KJ[ ( +, >! (; -7:.(384) G n + l.74 &> ICONA R 9 cg Q N "! "M 9 (39) R #s> ê4; -<4& l #U U 8 9 #$ ;-kl e R( KJ[ 9" ],GL m; PHQ?@ :..mhku ì* ;-%( ZV&;+ e;v&; 89" NQ > (38) h va l - Angulo. M -Martínez, A. Barros. P., 05, Measurement uncertainty in rainfall kinetic energy and intensity relationships for soil erosion studies: An evaluation using PARSIVEL disdrometers in the Southern Appalachian Mountains, Geomorphology, Vol. 8. PP. (8-40). - Bedini, M., 00, Numerical analysis of hydro-geomorphological, environmental potentials of tourist Ormieh lake basin and shoreline for land Planning (North West of Iran), Turkey, full paper printed. Samsun city, 9 Mayes university. - Khairulmaini Osman Salleh and Fatemeh Mousazadeh, 0, Gully erosion in semiarid regions,procedia Social and Behavioral Sciences 9, Khodabakhsh, S., A. Mohammadi, B. Rafeiee and Iessa Bozorgzadeh, 00, Comparison of erosion and sediment yield estimation in Sezar catchment (Dez dam watershed) using EPM and MPSIAC models applying Fuzzy approach, Geology of Iran. : 5-6 (in Persian). - Verstraeten, G., J. Posen, J. De Vente and X. Koninckx, 003, Sediment yield variability in Spain: a quantitative and semi-qualitative analysis using reservoir sedimentation rates, Geomorphology, 50: Ronco, P & et al, 00, Morphological effects of damming on lower Zambezi River, Geomorphology, Geomorphology, Vol 5, Issues -, PP Scott, A. Lecce, Patrick P. & et al, 006, Seasonal controls on sediment delivery in a small coastal plain watershed, North Carolina, USA Geomorphology, Vol 3. PP. (46-60). - Stănică, A. & Panin, N., 009, Present evolution and future predictions for the deltaic coastal zone between the Sulina and Sf. Gheorghe Danube river mouths (Romania). Geomorphology Vol. 07, Issues -,, PP Scheuerlein, H. et al, 004, Numerical and physical modelling concerning the removal of sediment. Deposites from reservoirs. Hydraulies of dams River structures. Taylor and Franccis Group.
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