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u„<Ê , lÈÁNsD >fòÎCnhvÏ hdVhË

lí„I u„ÂD - |,iúD

sH‰ h,‰ - aÂHvÍ 2 - HdÎC 6831

sH‰ h,‰ - aÂHvÍ 2 - HdÎC 6831 3

Vol. 1, No. 2, Fall 2007

u„<Ê , lÈÁNsD >fòÎ__CnhvÏ hdVhË Iran-Watershed Management

Science & Engineering

fVvsD >clHdúæHiD u<hlG l<eV fV hkéÆH‰ vs<ã nv

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u„<Ê , lÈÁNsD >fòÎCnhvÏ hdVhËsH‰ h,‰ - aÂHvÍ 2 - HdÎC 6831 4

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2- Branson, F. A. and Owen, J. B. 1970. Plantcover runoff and sediment yield rela-tionships on Moncos shale in western Colorado.Water Resources Research 6(3): 783-790.

3- Caeffi, V. and Valiani, A. 2002. AMathematical Model for Dam-Break OverMovable Bed. IAHR 2002 .D. Bousmar and Y.Zech (ed). Proceeding of the InternationalConference on Fluvial Hydraulic, Louvian-la -Neuve, Belgium:981-990.Balkema

4- Cohen, H. and Laronne, J. B. 2005. Highrates of sediment transport by flashfloods in thesouthern Judean desert, Israel. Hydrologicalprocesses. 19, 167-1702

5- El-Hames, A. S. and Richards, K. S. 1998. AnIntegrated, Physically Based Model for AridRegion Flash Flood Prediction Capable ofSimulating Dynamic Transmission Loss.Hydrological Processes ,12, pp 1219-1232

6- Fraccarollo, L. and Armanini, A. 1999. "ASimi-Analytical Soulution For The Dam-BreakProblem Over A movable bed" . IAHR

7-Graf, .W. H. and T. Song, 1997. Bed-ShearStress in Non-Uniform and Unsteady Open-Channel Flows. Journal of Hydraulic research.33(5): 399-704

8- Lee, K. T.., Liang, Y. L. and Cheng, K. H.2003. Experimental Investigation of bed loadtransport processes under unsteady flow condi-tions.Hydrological processes. Cpyright 2004 johnwiley & sons, Ltd.

9- Lane, L. J., Hernandez, M. and Nichols, M.1997. Processes controlling. J. of Hydr. Eng.122(10): 549-558

10- Leal, J. G. A. B., Ferreira, RML., Cardoso,A. H. and Almedia, AB .2003. Comparisonbetween Numerical and Experimental Results onDam-Break waves over Dry Mobile Beds. J.Riverflow 2002.

11-Morris. L. G. and Fan, J. 1998. ReservoirSedimentation handbook Mc Graw-Hill

12-Meirovich, L. and Laronne, Ried. I. 1998.The variation of Water-surface Slope and itsSignificance for Bedload transport During Floodsin Gravel-Bed Streams. J. Hyd. Vol. 36, no. 2, pp.147-151.

13- Parker, G. (1990). Hydraulic geometryTransmission Loss. Hydrological Processes ,12,pp 1219-1232

14- Reid, I., Laronne, J. B. and Powell, M. 1998.Prediction of Bed-Load Transport by Desert FlashFloods J. of hyd. Eng.vol.122, No.3

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Recurrence interval for Ecoregions of the unitedstates: Transport Conditions at the Bankfull andEffective Discharge. Research Geological at theusda -ars National Sedimentaion Laboratory.

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