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Regional model presentation for peak discharge estimation in ungauged drainage basin using geomorphologic, Synyder, SCS and triangular models (case study: Kan drainage basin) | ||
| Caspian Journal of Environmental Sciences | ||
| مقاله 14، دوره 10، شماره 1، فروردین 2012، صفحه 91-102 اصل مقاله (495.31 K) | ||
| نویسنده | ||
| A. A Mohammadi* | ||
| Dept. of Watershed Management, Science and Research Branch , Islamic Azad university, Tehran, Iran | ||
| چکیده | ||
| With regard to the importance of instantaneous peak discharge estimation for watershed management study, and due to the lack of and unqualified climatic and hydrologic data for estimation and measurement in countries such as Iran, researchers were obliged to establish a link between constant parameters (geomorphologic) and variables (hydrologic) to present models with minimum dependence on climatic and hydrologic data in hydrologic estimations. This research has made an effort to use synthetic unit hydrographs at the drainage basin of Kan (Soleghan River) and to compare these results with recorded peak discharge at the watershed outlet, in order to derive the best model. Comparison of study models using relative mean error (RME) and root of mean square error (RMSE) in the study drainage basin located in central Alborz watershed showed that RME for the Geomorphologic model was 17.99 and RMSE was 15.49, for Snyder RME was 59.66, and RMSE was 29.83, for SCS RME was 162.63 and RMSE was 76.002 and finally triangular RME was 165.82 and RMSE was 77.44. Therefore the best estimation belonged to the Geomorphologic model followed by the Snyder, SCS and Triangular models. Owing to the lack of recorded instantaneous peak discharges in the hydrometric station of the Kan drainage basin (11 events) at Kan-Soleghan, we are not able to derive an instantaneous peak discharge model. Hence by using factors in each of the studied models, other effective factors and 283 recorded events of daily peak discharges, the daily peak discharge model can be derived. | ||
| کلیدواژهها | ||
| Peak Discharge؛ Triangular Model؛ Kan Basin؛ Watershed Management | ||
| مراجع | ||
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Agnese, C. D’ Asaro, D. and Giordano, G. (1988) Estimation of the time scale of the geomorphologic instantaneous unit hydrograph from effective stream flow velocity. WATER RESOUR RES. 7, 969-978.
Berod, D.D. Singh, V.P. and Musy, A. (1999) a geomorphologic kinematic-wave (GKW) model for estimation of flood from small alpine watersheds. Hydrol. Processes. 13, 1391-1416.
Chutta, P. and Dooge, J.C.I. (1990) The shape parameters of the geomorphologic unit hydrograph. J HYDROL. V.117, 81-97.
Dooge, J.C.I. (1973) Linear theory of hydrologic systems. Tech. Bu. U.S. Dep of Agr., Washington, D. C. pp. 436- 448.
Fleurant, C. and Ronald, K. B. (2006) Analytical model for a GIUH. Hydrol. Processes. 2, 3879- 3895.
Ghiassi, N. (2004) Application of geomorphologic instantaneous unit hydrograph in Kasilian& Lighvan basins. Final report of research plan, Soil conservation and watershed management institute. pp.161-165. (abstract in English).
Gupta, v. Waymire, E. and Wang, C. (1980) A representation of an instantaneous unit hydrograph from geomorphology. WATER RESOURCES. 5, 855-862.
Hojjati, M. H. and Boustani F. (2010) An Assessment of Groundwater Crisis in Iran, Case Study: Fars Province. World Academy of Science. J ENG TECHNOL MANAGE. 7, 476-480.
Jain, s.k. Singh, R.D. and Seth, s.m. (2000) Design Flood Estimation Using GIS Supported GIUH Approach. Water Resour Manage. 14, 369-376.
Jain, V. and Sinha, R. (2003) Derivation of unit hydrograph from GIUH analysis for a Himalayan river. Water Resour Manage. 17, 355- 375.
Karvonen, T. Koivusalo, H. Jauhiainen, M. Palko, J. and Weppling, K. (1999) A hydrological model for predicting runoff from different land use areas. J HYDROL. 217, 253-265.
Krishen, D. and Bras, R. (1983) The linear channel and its effect on the geomorphologic, IUH. J HYDROL. 65, 175-208.
Kumar, R.C. Chatterjec, C. Lohani, A.K. Kumar, S. and Sing, R. D.(2002) Sensitivity Analysis of the GIUH based Clark Model for a catchment. Water Resource Management. 16, 263- 278.
Kumar, R.C. Chatterjee, C. Lohani, A.K. Sing, R.D. and Kumar. S. (2007) Run off estimation for an UN gauged catchment using Geomorphologic Instantaneous Unit Hydrograph (GIUH) Models. Hydrol. Processes. 21, 1829-1840.
Lee K. T. and Chang C. H. (2005) Incorporating subsurface-flow mechanism into geomorphology-based IUH modeling. J HYDROL. 6, 91-105.
Montazeri, S. Rahnama, M. and Akbarpour, A. (2004) Instantaneous unit hydrograph determination with using Clarck method and GIS technique in Karde dam drainage basin, international conference of watershed management. water resource and soil management. Keraman, Iran. pp.198-207. (abstract Mohammadi et al., 101in English)
Mockus. V. (1957) Use of Storm and Watershed. Characteristics in Synthetic Hydrograph Analysis and Application. AGU, Pacific Southwest Region Mtg., pp 15-49.
Sacramento, Calif. Mossa, R. (2008) Distribution on the Geomorphologic Instantaneous Unit Hydrograph transfer function. Hydrol. Processes. 22, 395-419.
Nazari Samani, A. Ahmadi, H., Mohammadi, A. Ghoddousi, J. Salajeghe, A. and Bogg, G. (2009) Factors Controling Gully Advancement and Models Evaluation (Hable Rood Basin, Iran). Water Resource Manage, Published Online, DOI 10.1007/s 11269-009-9512-4.(Published online)
Olivera, F. and Maidment, D. (1999) Geographic information systems (GIS) - based spatially distributed model for runoff routing. WATER RESOURCES. 4, 1135-1146.
Rahimian, R. and Zare, M. (1995) Application of geomorphologic instantaneous unit hydrograph for synthetic hydrograph in UN gauged drainage basin, Collection of article; third conference of hydrology, ministry of energy. pp. 203-227.(abstract in English)
Rodriguez-Iturb, I. and Valdes, J. B. (1979) the geomorphologic structure of hydrologic response. WATER RESOUR RES. 6, 1409-1420.
Rodriguez- Iturbe, I. Devoto, I. and Valdes, J. B. (1979) Discharge response and hydrologic similarity: the interrelation between the geomorphologic IUH and storm characteristic. WATER RESOURCES. 6, 1435-1444.
Rodriguez-Iturbe, I., Gonzales-Sanabria, M. and Bras. R. (1982) A Geomorphoclimtic theory of the instantaneous unit hydrograph. WATER RESOUR RES. 4, 877-886.
Rodriguez- Iturbe, I. (1993) the geomorphological unit hydrograph. Channel Network Hydrology. 3, 43-68.
Rosso, R. (1984) Nash model relation of Horton order ratios. WATER RESOUR CES. 20, 914-920. SCS (Soil Conservation Service). (1968) Hydrology, Suppl. A to Sec.4. Engineering- Handbook. Washington. D. C.
Sherman, L.K. (1932) Stream flow from rainfall by unit- graph method. Engineering News Record. 108, 501-505.
Shreve, R. L. (1967) Infinite topologically random channel networks. J GEOL. 75,178-186.
Snyder, F.F. (1938) Synthetic unit- graphs. Transactions, American Geophysics Union. 19, 447-454.
Troutman, B.M. and Karlinger M.R. (1985) Unit hydrograph approximation assuming linear flow through topologically random channel networks. WATER RESOURCES. 5, 743-754.
Yen, B.C. and Lee, K.T. (1997) Unit hydrograph derivation for un gauged watersheds by stream-order laws. J. of Hydrol. Eng. 1, 1-9.
Zhang, B. and Govindaraju, R. S. (2003) Geomorphology-based artificial neural network(GANNS) for estimation of direct runoff over watersheds. J HYDROL. 273, 18-34.
Zhou Lin and Takashi Oghochi (2006) Drainage density and slope angle in Japanese bare lands from high-resolution DEMs. CSIS Discussion Paper.56, 17-20. | ||
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