Microsoft Word - IBWRD Saeid Shokri Kouchak
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1 () 7(4) Evaluaing he Mehods of Flood Hydrograph Simulaion Using HECHMS Model, A Case Sudy: Shapoor River, Iran Saeed Shokri Koochak *, Hasan Hozhabr M.Sc Suden in Waer Engineering, Faculy of Waer Science Engineering, Shahid Chamran Universiy of Ahvaz, Iran. M.Sc Suden of Waer Engineering, Faculy of Waer Science Engineering, Shahid Chamran Universiy of Ahvaz, Iran. * Corresponding Auhor ([email protected]) Aricle Hisory: Received: Jul. 0, 04 Reviewed: Aug. 6, 04 Revised: Sep., 05 Acceped: Nov, 09, 05 ublished: Mar. 5, 06 ABSTRACT Available online a: IBWRD Inernaional Bullein of Waer Resources & Developmen Vol. (III)ｨC No. (04) S.N. () Spring 06 ISSN TCSN h AricleｨC Runoff hydrograph widhs represen he basin's reacion o rainfall. The purpose of his research is evaluaing mehods of SCS, Snyder and Clark in simulaion of flood hydrograph by using HECHMS model. For his purpose 0 rainfalls runoff evens were exraced from Tange Chogan and Booshigan hydromeric saions in he Shapoor River Basin. The model parameers were calibraed based on seven observed evens. Anoher hree evens were used for model verificaion.comparing he simulaion resuls showed ha he abiliy of differen mehods varies in differen basins. On he oher side a given mehod esimaes flood hydrograph characerisics wih differen accuracy. Therefore he purpose of simulaion should be considered in selecing of model. According o he evaluaion indices i can be concluded ha in oal he Clark mehod esimaed he peak flow, flood volume and ime o peak flow more accurae han he oher wo mehods. The mean relaive error values of he Clark mehod were calculaed 9.67,.3 and 4.3 percen for peak flow, flood volume, ime o peak flow respecively, in he Tange Chogan saion. The corresponding values for he Booshigan saion were 5.0, 5.97 and 6.89 percen. Keywords: Rainfall Runoff Modeling, Uni Hydrograph, HECHMS Model, Shapoor River : 7 7HEC HMS ([email protected]) /5/5 : 393/4/9 : //5 : 7 393/8/8 : 393/6/0 : SCS HECHMS Inernaional Bullein of Waer Resources & Developmen (IBWRD), Vol. (III)ｨC No. (04) S.N. () Spring 06
2 () 7(4) /3 79/ /89 75/97 75/ / HECHMS 7 7 : ) ( (99) SCS SCS (995) (008) (CN) (385) SCS Ghioo Soil Conservaion Service 3 Sana Barbara 4 Snyder 5 Gamma Funcion 6 Chih 7 Sarangi 8 Curve Number Inernaional Bullein of Waer Resources & Developmen (IBWRD), Vol. (III)ｨC No. (04) S.N. () Spring 06
3 () 7(4) (388) HECHMS SCS ) SCS 7 ( ) ( (385) SCS SCS (389) (GIUH) SCS (389) SCS HECHMS SCS (385) SCS SCS SCS (385) 7 7 SCS (390) HECHMS SCS SCS Geomorphologic Insananeous Uni Hydrograph Hydrologic Engineering Cener ｨC Hydrologic Modeling Sysem 40 Inernaional Bullein of Waer Resources & Developmen (IBWRD), Vol. (III)ｨC No. (04) S.N. () Spring 05
4 () 7(4) () () / ( 7 7) /5 6/ 70/ /9 739/ 77/4 /4 398/ / 438/ HECHMS Inernaional Bullein of Waer Resources & Developmen (IBWRD), Vol. (III)ｨC No. (04) S.N. () Spring 05
5 () 7(4) ( ( ( 7SCS SCS..3 SCS (U/U p ) (/ ) U T A =.08 T 6ﾒ = + T : Lag (4) (5) A 7 7 T Lag T Lag = 0.6T c ﾒ : (6) :T c (386 ). 7 7 ( lag ) 3 7. ( 7 ( ( 7 HECHMS : ( SCSCN ( I ) a e= I a +S I a = a. S SCS 54006ﾓ 54CN S = CN ( 7) 7 () () (3) S a / CN.(386 ) ( ) e HECHMS ( ) 0.3 = C L.L lag ca (7) Reservoir Source 4 Inernaional Bullein of Waer Resources & Developmen (IBWRD), Vol. (III)ｨC No. (04) S.N. () Spring 05
6 () 7(4) I S O 7 I + I O + 6ﾒ O S 6ﾓ = 6ﾒ S = KO.(385 ) 7(386 ) ( 6ﾓ ) I + I O + O K O O 6ﾓ = 6ﾒ O 69 6ﾒ 669I + I 6 69 k 6ﾓ6ﾒ 6 = ﾒ ﾒ 63O 6 K k C 7 C 77 (4) (5) (6) (7) C C 6ﾒ = K +6ﾒ = 6ﾓC 69I + I 6 O = C C O (8) (9) (0) 7 :6ﾒ : I 7 :O K C. 6ﾒ C : 7 7 ( 7 HEC HMS :L ca :L :C. C D lr = 0.6 S 5.5 = lag r 6ﾓ = lag + 4. (8) :S D ( D ) 7 7 (9) ( lr ) 3 (0) : r Q A C = lr. 7 7 (Q ) 4 () :A :C 7 7 0/ lr6 b = D = + lr () (3) 43 Inernaional Bullein of Waer Resources & Developmen (IBWRD), Vol. (III)ｨC No. (04) S.N. () Spring 05
7 () 7(4) ( 7 7 ) ﾆ65 67 o 60 ( ) ( ) 68 s Z= Q 6ﾓ Q () Q s ( Q o ) (3 ) : ( ) HECHMS ( (Zone UTM 7 ) Y X 7 7 Y X () Inernaional Bullein of Waer Resources & Developmen (IBWRD), Vol. (III)ｨC No. (04) S.N. () Spring 05
8 () 7(4) Y X 7 7 Y X (mm) (mm) 7 7) ( 7 7 (m 3 /s) /4 63/3 /95 0/3 383/0/7 383/0/ /3 3 84/8 383/0/05 383/0/ /4 59 /98 7/9 383/0/ 383/0/ /8 75/6 0/6 8/4 383//3 383// /9 78/8 /9 5 47/5 44/ 3/0 /0 /9 49/5 46/ 0/ /0/04 384/0/4 383/09/0 384/0/05 384/0/5 383/09/ /4 76/5 76/6 56/7 46/8 5/ 3 7/76 / 4/7 74/3 38/ /0/05 383/0/ 384/0/3 383/0/05 383/0/ 384/0/ ﾓ s o = ﾁ 00 RE x x x o ) 7 7 X o X s () ( ). ( : Inernaional Bullein of Waer Resources & Developmen (IBWRD), Vol. (III)ｨC No. (04) S.N. () Spring 05
9 () 7(4) K () /96 7/8 7 7 T c () 3/5 6/86 ( 7 7) 3/99 7/ /8 5/ SCS /67 7 4/87 76/ /0 6/5 76/ SCS SCS /97 7 / /89 7 4/ ｨC : ﾆ : ( ) 6ﾓ s( ) n 65 ( Q o Q 68 = RMSE = n Q s () (3) Q o () n SCS.4 () 3/ 6/ ( 7 7) 8/9 9/ /33 5/ /76 0/8 7 7 T l () 3/54 6/87 ( 7 7) 3/ 33/ /39 47/ Roo Mean Square Error 46 Inernaional Bullein of Waer Resources & Developmen (IBWRD), Vol. (III)ｨC No. (04) S.N. () Spring 05
10 () 7(4) RMSE SCS scs (386) (385) 7 (390) ｨC RMSE SCS RMSE SCS 7 7 V RE Qp V RE v 383/0/7 0/3 /95 5 8/5 0/33 /85 5/ /0/ 7/9 / /35 /59 9/70 383//4 8/4 0/6 9/9 5/8 0/49 0/97 384/0/05 49/5 3/ /33 3/96 3/3 383/0/05 84/ /7 7/9 /9 3/67 384/0/4 46/4 /0 3 63/5 37/6 /35 33/ /75 3/5 3/5 0/75 7/5 3/5 RE Tp 35 6/8 /5 9/44 8/49 0/78 5/ 50 RMSE /33 8/4 4/74 7/64 /77 5/08 / 47 RE Qp V RE v 79/ /68 /56 8/7 5/0 /57 0/7 4/ 5/4 0/5 7/74 36/4 8/76 3/0 00 8/9 3/4 /39 0/67 57/3 4/9 /8 6/83 6/86 /38 4/87 3/08 47 Inernaional Bullein of Waer Resources & Developmen (IBWRD), Vol. (III)ｨC No. (04) S.N. () Spring 05
11 () 7(4) /0/7 383/0/ 383//4 384/0/05 383/0/05 384/0/ /5 3/75 5/5 0/5 7/5 3/50 RE Tp 5 7/95 7/08 3/89 8/49 /56 5/ 66 RMSE 9/59 7/55 5/9 8/43 /63 3/8 9/ 56 RE Qp V RE v 79/ 85/7 8/3 47/5 84/4 5/6 /68 9/9 0/35 /34 0/47 4 9/67 /99 /87 0/50 3/3 /54 /7 /05 5/56 9/35 9/7 5/33 5/84 /3 6/5 3/5 4/5 0/5 7/5 3/5 RE Tp 5 5/68 8/75 6/67 8/49 0/78 4/ 3 RMSE 9/54 5/53 5/33 6/55 /55 /7 0/ RE v RE Qp V RMSE SCS 7 7 V /09/03 0/3 /9 383/0/ 74/3 7/76 384/0/4 38/7 / 383/0/05 4/7 5/ /3 0/8 36/7 33/ RE Qp 33/4 0/94 5/7 6/74 V / 5/5 /06 5/ 0 6/5 RE v /37 9/ 3/6 5/83 /37 7/5 4/75 0/75 9/ 5 RE Tp 4/7 3/ 7/5 7 7/ 95 RMSE /37 4/83 3/63 3/4 5/ 77 66/ 8/7 34/6 05/7 RE Qp 35/39 4/8 0/59 5/4 V /36 4/97 /4 3/ 79 6/5 RE v 7/76 35/94 6/79 8/76 9/8 8/5 5/5 0/5 9/ 50 RE Tp /39 6/ / 66 RMSE /9 7/45 3/06 3/35 6/ 44 68/3 87/3 34/6 3/8 RE Qp 33/4 7/46 0/59 8/74 5/ 0 V /34 6/98 /4 5/ Inernaional Bullein of Waer Resources & Developmen (IBWRD), Vol. (III)ｨC No. (04) S.N. () Spring 05
12 () 7(4) /09/03 383/0/ 384/0/4 383/0/05 RE v 6/85 0/05 6/79 0/9 5/97 8/5 4/75 0/5 9/ 50 RE Tp /39 3/ 5 8 6/ 89 RMSE 0/87 6/9 3/07 3/5 3/ SCS (388) SCS ( 7 7) (385) (389) HEC ( : 7)HMS (385 ) SCS ) (. RE Qp V RE v ｨC Inernaional Bullein of Waer Resources & Developmen (IBWRD), Vol. (III)ｨC No. (04) S.N. () Spring 05
13 () 7(4) SCS 7 7 (389) 7) HECHMS ( 7 7 : (385) (385) (385) SCS (389 ) SCS, (GIUH) (390) : 7) HECHMS ( Chih., H.W.(995) Rainfallrunoff modeling of Dowan Creek Waershed. Journal of Chinese Soil and Waer Conservaion, 6 (4), p 799. Ewen., J. and arkin, G Validaion of Cachmen Models for redicion Land Use and Climae Change Impacs:. Mehod. Journal of Hydrology, 75 (), p Ghioo, R.D.(99) Runoff hydrograph compuaion mehod. A Designer Course a Clarion alaz hoel. Sarangi A. Singh D.K and Singh A. K.(008) Evaluaion of curve number and geomorphology based models for surface runoff predicion from ungauged waersheds. Waer Technology Cener, Indian Agriculural Research Insiue, New Delhi 0 0, India, Curren science, 94 (), p Inernaional Bullein of Waer Resources & Developmen (IBWRD), Vol. (III)ｨC No. (04) S.N. () Spring 05
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