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List of Articles Mohammad Navid Bazargan Open Access Article Abstract Page Full-Text 1 - Prediction of saturated zone length and subsurface travel time of hillslopes based on three saturation models of complex hillslopes t. سبزواری R. کریمی M. K.M 20.1001.1.20086377.1398.12.43.5.7 Open Access Article Abstract Page Full-Text 2 - Estimation of runoff in ungauged catchments using the Nash non-dimensional unit hydrograph (Case study: Ajay and Kasilian catchments) pouan keshtkaran TOURAJ SABZEVARI mehdi karami moghadam 20.1001.1.20086377.1397.11.36.1.2 Open Access Article Abstract Page Full-Text 3 - Surface Runoff Prediction of Catchments Hillslopes Based on Kinematic Wave Method and Subsurface Runoff Based on Solving Richard Equations in Hydrus Model TOURAJ SABZEVARI Mehdi karami moghadam Zahra Ghadampour 20.1001.1.20086377.1398.12.42.5.5 Open Access Article Abstract Page Full-Text 4 - Estimation of subsurface flow of hillslopes using of SCS and Nash models Hossein Fariborzi TOURAJ SABZEVARI Reza Mohammad pour 10.30495/wej.2021.26286.2273 20.1001.1.20086377.1400.14.50.2.2 Open Access Article Abstract Page Full-Text 5 - Predicting the Flood Hydrographs of Ungauged Watersheds Using the تورج سبزواری رضا اردکانیان ابوالفضل SH علی طالبی 20.1001.1.20086377.1388.2.4.1.5 Open Access Article Abstract Page Full-Text 6 - Analysis of Gravity Concrete Dams Using the CADAM Software تورج سبزواری 20.1001.1.20086377.1387.1.2.2.5 Open Access Article Abstract Page Full-Text 7 - عوامل موثر بر تغییرات زمان پیمایش جریان زیر سطحی دامنه های پیچیده تورج سبزواری رضا اردکانیان علی طالبی 20.1001.1.20086377.1390.4.10.3.3 Open Access Article Abstract Page Full-Text 8 - برآورد سیلاب حوضه های فاقد آمار به روش آبنمود واحد لحظه ای زمین ریخت شناسی(مطالعه موردی: حوضه آبخیز شور اندیکا رود کارون) تورج سبزواری علی حسن نژاد سیدعبدالنبی رضوی 20.1001.1.20086377.1390.4.11.4.6 Open Access Article Abstract Page Full-Text 9 - Determination of the Catchment’s Time-Area Diagram by Using Nash Instantaneous Unit Hydrograph Technique T. سبزواری SH. نوروزپور M. جامیشی 20.1001.1.20086377.1393.7.22.4.9
