ÀÌÁ¾¼®
»ó¡À̹ÌÁö
·Î±×ÀΠ Ä«Æäã±â ÁÖ¼Ò : http://cafe.hanbat.ac.kr/cafe/19961001/
ºí·Î±×°ü¸®ÀÚ : ÀÌÁ¾¼®°ü¸®ÀÚ¸ðµå À̵¿
 
ÇÁ·ÎÇÊÀ̹ÌÁö
Category
Àü´Þ 2024.12 ´ÙÀ½´Þ
ÀÏ
¿ù
È­
¼ö
¸ñ
±Ý
Åä
1 2 3 4 5 6 7
8 9 10 11 12 13 14
15 16 17 18 19 20 21
22 23 24 25 26 27 28
29 30 31
 
1989ÀÌÈÄ ¿¬±¸½ÇÀû(Á¦¸ñ)


¡á ¿¬±¸ ¾÷Àû


1. ¿¬±¸ ³í¹®

1989.02.; ENERGY Á¢±Ù¹ý¿¡ ÀÇÇÑ »çÇàõÀÇ ¾ÈÁ¤È­(A Stabilization of Meandering Rivers by Energy Approach), ´Ü±¹´ëÇб³ ´ëÇпø ¼®»çÇÐÀ§³í¹®.

1990.07.; ¸¸°îÃæÀû¼ö·ÎÀÇ È¾¹æÇâ ÇÏ»ó°æ»ç(Transverse Bed Slope in Curved Alluvial Channels), Çѱ¹¼ö¹®ÇÐȸ Çмú³íÃÑ, 32, 213-220(¿Ü2ÀÎ).

1990.12; ¸¸°îÇÏõÀÇ ÇÏ»óƯ¼º ¿¬±¸(A Study of River Bed Characteristics in Curved Channel), ´ëÀü°ø¾÷´ëÇÐ ³í¹®Áý, 27, 279-292(¿Ü1ÀÎ).

1991.06.; Sinuosity°¡ ÀÛÀº ¼ö·Î¿¡¼­ÀÇ È帧 ¸ðÇü(Flow Model of Curved Alluvial Channels in Small Sinuosity), ´Ü±¹´ëÇб³ ³í¹®Áý, 25, 281-296(¿Ü1ÀÎ).

1993.03.; ¼ö·ÎÀÇ Çü»ó°ú ÇÏ»óÁ¶°Ç¿¡ µû¸¥ ÀÌÇàƯ¼º(Migration Characteristics with Forms of Channels and Bed Conditions), Çѱ¹¼ö¹®ÇÐȸÁö, 26(1), 103-114(¿Ü1ÀÎ).

1993.06.; »çÇàÇÏõ¿¡¼­ÀÇ È帧Ư¼º(ÁØ»çÇàÇü ¹× ÀÏÁ¤°î·üÇü ¼ö·ÎÁß½ÉÀ¸·Î)(Flow Characteristics of Meandering Channels : Flow Analysis in the Sinuous Channel and Constant Curvature Channel), ´Ü±¹´ëÇб³ ³í¹®Áý, 27, 579-594(¿Ü1ÀÎ).

1993.06.; Migration Characteristics in Sine-Wave Type Rivers(Á¤ÇöÆÄÇü ÇÏõÀÇ ÀÌÇàƯ¼º), Korean Journal Hydrosciences, 4, 81-92(¿Ü2ÀÎ).

1994.09.; ÃæÀûÇÏõÀÇ ¼ö·Î¾ç»ó¿¡ µû¸¥ À¯»ç ¹× È帧Ư¼º(Characteristics of Sediment and Flow with Channel Patterns in Alluvial Rivers), ´ëÇÑÅä¸ñÇÐȸ ³í¹®Áý, 14(5), 1177-1189(¿Ü3ÀÎ).

1995.02.; ¸¸°î¼ö·Î¿¡¼­ÀÇ ÇÏ»óº¯È­ ÃßÁ¤À» À§ÇÑ º¯¼ö°ª °áÁ¤(Evaluation of Parameters for Bedform Changes in a Meandering Channel), ´Ü±¹´ëÇб³ ´ëÇпø ¹Ú»çÇÐÀ§³í¹®.

1995.09.; ÇÏõÀÇ ¸¸°î±¸°£¿¡ ÀÖ¾î À¯»çÀ̼۰ú È帧Ư¼º¿¡ °üÇÑ ½ÇÇèÀû ¿¬±¸(Experimental Study on the Sediment Transport and Flow Characteristics in a Curved Channel), ´ëÇÑÅä¸ñÇÐȸ ³í¹®Áý, 15(5), 1333-1341(¿Ü2ÀÎ).

1995.10.; ¸Á»óÇÏõ¿¡¼­ÀÇ ¼ö·Î°æ»ç¿Í À¯·®¿¡ µû¸¥ ÇÏ»óº¯È­(Bedform Changes with Slopes and Discharges in a Braided Channel), ´ëÇÑÅä¸ñÇÐȸ Çмú¹ßÇ¥ ³í¹®Áý(¥±), 95-98(¿Ü2ÀÎ).

1996.02.; ÃÑÀ¯»ç·® »êÁ¤À» À§ÇÑ À¯»ç³óµµ½ÄÀÇ µµÃâ(Derivation of sediment Concentration for the Computation of Total Sediment Discharge), Çѱ¹¼öÀÚÀ©ÇÐȸÁö, 29(1), 181-190(¿Ü2ÀÎ).

1996.12.; ´ÙÁßȸ±ÍºÐ¼®¿¡ ÀÇÇÑ Æò±ÕÀ¯»ç³óµµÀÇ »êÁ¤(Evaluation of the Averaged Sediment Concentration by the Multiple Regression), ´ëÀü»ê¾÷´ëÇб³ ³í¹®Áý, 13(2), 73-83(¿Ü3ÀÎ).

1997.12.; ÇÏõ ¸¸°î¼ö·Î¿¡¼­ ¹«Â÷¿ø È帧 ¹× À¯»çƯ¼ºÀÇ º¯È­(Variation of the Dimensionless and Characteristics in Multi- Bend Channel of Rivers), ´ëÀü»ê¾÷´ëÇб³ ³í¹®Áý, 14, 227-242(¿Ü3ÀÎ).

1998.12.; HEC-1¸ðÇü¿¡ ÀÇÇÑ »ê°£Áö ÇÏõÀ¯¿ª¿¡¼­ÀÇ À¯ÃâÇؼ®(Runoff Analysis in the River Basin of Upper Catchment by the HEC-1 Model), ´ëÀü»ê¾÷´ëÇб³ ³í¹®Áý, 15(A), 265-285(¿Ü3ÀÎ).

1999.05.; FLUVIAL-12¸ðÇü¿¡ ÀÇÇÑ Ä§½Ä¼º »çÇà¼ö·ÎÀÇ Çϻ󺯵¿Çؼ®(Analysis of the Bedform Variation in a Meandering erodible Channel Using the Model FLUVIAL-12), ´ëÇÑÅä¸ñÇÐȸ ³í¹®Áý, 19(¥±-3), 275-283(¿Ü2ÀÎ).

1999.12.; ÃæÀûÇÏõ¿¡¼­ Çϻ󺯵¿ÀÇ ¿¹ÃøÀ» À§ÇÑ °ü°è½ÄÀÇ À¯µµ ¹× Àû¿ë(Derivation of the Relationship Equations and the Application for the Prediction of Topography Pattern in Alluvial Rivers), ´ëÀü»ê¾÷´ëÇб³ ³í¹®Áý, 16, 41-58(´Üµ¶).

2000.12.; Á¦¹æÇü ¿þ¾î¿¡¼­ÀÇ ¸¶·ç±æÀÌ¿Í À¯·®º¯È­¿¡ µû¸¥ ¼ö¸®Æ¯¼º(Hydraulic Characteristics with Crest Length and discharge Variation in Embankment-Shaped Weirs), ´ëÀü»ê¾÷´ëÇб³ ³í¹®Áý, 16, 141-158(¿Ü2ÀÎ).

2001.05.; Á¦¹æÇü ¿þ¾î¿¡¼­ÀÇ ¸¶·ç±æÀÌ¿Í À¯·®º¯È­¿¡ µû¸¥ ¼ö¸®Æ¯¼ºÀÇ ½ÇÇèÀû Çؼ®(Experimental Analysis the Hydraulic Characteristics with Crest Length and Discharge Variation n Embankment-Shaped Weirs), Çѱ¹¼öÀÚ¿øÇÐȸ Çмú¹ßǥȸ¥±, 667-672(¿Ü4ÀÎ).

2001.05.; Á¦¹æÇü ¿þ¾î¿¡¼­ÀÇ ¼ö¸®Æ¯¼º ¿¬±¸(A Study on the Hydraulic Characteristics in Embankment-Shaped Weirs), ´ëÇÑÅä¸ñÇÐȸ ³í¹®Áý, 21(3-B), 201-216(´Üµ¶).

2001.12.; ÀüÀÚÆÄ Ç¥¸é À¯¼Ó°èÀÇ ¼º´É½ÃÇèÀ» À§ÇÑ ¼ö½ÉÆò±ÕÀ¯¼Ó ȯ»ê°è¼ö(Conversion Factor of Depth-averaged Velocity Through Performance Tests of Electromagnetic Wave Surface Velocimeter), Çѹç´ëÇб³ ³í¹®Áý, 18, 195-205(¿Ü4ÀÎ).

2001.12.; ºñÁ¢Ã˼º À¯¼Ó°è¸¦ ÀÌ¿ëÇÑ ¼ö½ÉÆò±ÕÀ¯¼Ó ȯ»ê°è¼öÀÇ °áÁ¤(Evaluation for Conversion Factor of Depth-averaged Velocity Using Water-nonsubmerged and Water-submerged Current Meter), Çѹç´ëÇб³ °Ç¼³¾ÈÀü ±â¼ú ³í¹®Áý, 1, 163-183(¿Ü5ÀÎ).

2002.07.; ¼ö°ø½Ç¹«ÀÇ È°¿ëÀ» À§ÇÑ ¼ö½ÉÆò±ÕÀ¯¼Ó ȯ»ê°è¼öÀÇ °áÁ¤(Determination for a Conversion Factor of Depth-averaged Velocity in Practical Use of Hydraulic Engineering Fields), ´ëÇÑÅä¸ñÇÐȸ ³í¹®Áý, 22(4-B), 469-484(¿Ü1ÀÎ).

2003.11.; ÃæÀûÇÏõ¿¡ ´ëÇÑ ¼ö¸®ÇÐÀû Çü»ó¹æÁ¤½Ä À¯µµ(Derivation of Downstream Hydraulic Geometry Equations for Alluvial Rivers), ´ëÇÑÅä¸ñÇÐȸ ³í¹®Áý, 23(6B), 551-559(¿Ü1ÀÎ).

2003.12.; Correction Factor for Depth-Averaged Velocity(¼ö½ÉÆò±ÕÀ¯¼Ó ȯ»ê°è¼ö), Çѹç´ëÇб³ °Ç¼³¾ÈÀü±â¼ú ³í¹®Áý, 3, 49-66(¿Ü1ÀÎ).

2003.12.; »ç°¢Çü ¹× Á¦¹æÇü ±¤Á¤¿þ¾îÀÇ È帧Ư¼º(Flow Characteristics of Rectangular and Embankment Broad-Crested Weirs), Çѹç´ëÇб³ ³í¹®Áý, 20, 89-106(´Üµ¶).

2004.12.; ÃæÀû¼ö·ÎÀÇ ¼ö¸®ÇÐÀû Çü»ó ¹æÁ¤½Ä(Equations of Hydraulic Geometry for Fluvial Channels), Çѹç´ëÇб³ ³í¹®Áý, 21, 119-131(¿Ü1ÀÎ)

2004.12.; µµ½ÃÀ¯¿ª Àú·ùÁöÀÇ ÀÌÄ¡¼ö¿¡ ´ëÇÑ ÇÕ¸®ÀûÀÎ ¹æ¾È(Rational Countermeasure for Flood and Draught Control of Reservoir in Urban Watershed), Çѹç´ëÇб³ °Ç¼³¾ÈÀü±â¼ú ³í¹®Áý, 4, 49-71(¿Ü2ÀÎ).

2005.10.; ÇöÀå½Ç¹«¿ë È®·ü°­¿ì·®ÀÇ »êÁ¤(Computations of Frequency Based Precipitation for Hydrological Field Applications), 2005 ´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ, 225-228(¿Ü3ÀÎ).

2005.10.; ȯ°æģȭÇü ÇؾȺ¸È£ È£¾Èºí·°ÀÇ °³¹ß(Development of Environmental Preservation Structures for Protection of Shoreline Erosion), 2005 ´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ, 703-706(¿Ü3ÀÎ).

2005.12.; ÃæÀûÇÏõ¿¡¼­ ºÎÀ¯»ç ³óµµºÐÆ÷½ÄÀÇ À¯µµ(Derivation of Suspended-Load Concentration Profile Equations in Fluvial River), Çѹç´ëÇб³ °Ç¼³¾ÈÀü±â¼ú ³í¹®Áý, 5, 141-154(´Üµ¶).

2006.02.; Electromagnetic Wave Surface Velocimetry(ÀüÀÚÆÄ Ç¥¸é À¯¼Ó°è), J. Hydra. Engineering, ASCE, 132(2), 146-153(¿Ü1ÀÎ).

2006.03.; ASM-¥³¸¦ ÀÌ¿ëÇÑ ºÎÀ¯»ç³óµµ ¿¬Á÷ºÐÆ÷ÀÇ ÃøÁ¤(Measurements of Vertical Profiles in Suspended-Load Concentration Using the ASM-¥³), Çѱ¹¹æÀçÇÐȸ ³í¹®Áý, 6(1), 85-95(¿Ü2ÀÎ).

2006.10.; °­¼ö°èÃø¸ÁÀÇ ¹Ðµµ¿¡ µû¸¥ È®·ü°­¿ì·® ºÐ¼®(Analysis for Frequency Rainfall with Density of Precipitation Gage Network in Catchment), 2006 ´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ, 186-189(¿Ü4ÀÎ)

2006.10.; ÀÚ¿¬ ģȭÇü ¼ÒÆÄºí·°ÀÇ °³¹ß(Development of Wave Dissipation Block for Natural Friendly Structures), 2006 ´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ, 610-613(¿Ü4ÀÎ)

2006.12.; Downstream Hydraulic Geometry of Alluvial Channels(ÃæÀûÇÏõÀÇ ¾ÈÁ¤ Çü»ó), J. Hydra. Engineering, ASCE, 132(12), 1347-1352(¿Ü1ÀÎ).

2007.06.; ÀÚ¿¬Ä£È­Çü ¼ÒÆÄ È£¾Èºí·°¿¡ °üÇÑ ¿¬±¸(A Study on Shore Protection Block with Natural Affinity Structures), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ Ãá°èÁ¾ÇÕÇмú´ëȸ ³í¹®Áý(¿Ü5ÀÎ)

2007.05.; ¼ÒÀ¯¿ªÀÇ °­¿ì°­µµ-Áö¼Ó±â°£-ÀçÇö±â°£ °ü°è½ÄÀÇ À¯µµ(Relationship Derivation for Rainfall Intensity- Duration-Frequency in Small Basin), Çѱ¹ÇÑÇбâ¼úÇÐȸ Ãá°è Çмú´ëȸ¹ßÇ¥³í¹®Áý(¿Ü5ÀÎ).

2007.03.; ±Ý°­À¯¿ª ³» Áß±Ô¸ð ÇÏõÀÇ °èȹÇÏÆø »êÁ¤(Determination of Design Channel Width for from Medium Rivers in Gum-River Basin), Çѱ¹¹æÀçÇÐȸ, 7(1), 47-56(¿Ü2ÀÎ).

2007.09.; Versatile Usage of Post-Consumed Plastic, International Symposium on Feedstock Recycling of Plastics & Other Polymeric Materials, 14, 511-514(¿Ü2ÀÎ).

2007.09.; ÀÚ¿¬Ä£È­Çü ÇØ¾È Ä§½Ä¹æÁö ±¸Á¶¹°ÀÇ ¾ÈÁ¤¼º(Stability on Preventive Structures of Shore Erosion with Natural Affinity), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ ³í¹®Áö, 7(9), 212-219(¿Ü1ÀÎ).

2007.11.; ±Ý°­»ó·ùÀÇ È帧Ư¼º ¹× È®»ê°Åµ¿ Çؼ®, ´ëÇѹæ»ç¼±¹æ¾îÇÐȸ Ãß°èÇмú¹ßÇ¥ ³í¹® ¿ä¾àÁý, 150-151(¿Ü4ÀÎ).

2007.12.; ÇؾÈħ½Ä¹æÁö¿ë ÇؼöÀ¯Åë ±¸Á¶¹°(Structures for Protection of Coastal Erosion with Seawater Circulation), Çѹç´ëÇб³ ³í¹®Áý, 24, 11-19(¿Ü2ÀÎ).

2008.05.; µµ½ÉÅë°ú ÇÏõ¿¡¼­ÀÇ È®·üÈ«¼ö·® »êÁ¤(Estimation for Probability Flood Discharge in Urban Rivers), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ 2008 Ãá°èÁ¾ÇÕÇмú´ëȸ, 281-284(¿Ü4ÀÎ).

2008.10.; ÇöÀå°üÃø¿¡ ÀÇÇÑ Ä£È¯°æ ÇؾÈÁ¶¼ºÀ» À§ÇÑ Ä§½Ä¹æÁö È£¾È°ø °³¹ß¿¡ °üÇÑ ±âÃÊÀû ¿¬±¸(Basic Research on Revetments Development of Erosion Protection for Coastline Creation of Hydrophilic Environment by Field Observation), Çѱ¹¼öÀÚ¿øÇÐȸ ³í¹®Áý, 41(10), 983-993(¿Ü1ÀÎ).

2008.12.; Çؼö¼øȯ ±¸Á¶¹°ÀÇ ¼ö¸®Æ¯¼º ¹× ÇöÀåÀû¿ë ºÐ¼®(Analysis for Hydraulic Characteristics and Field Applications with Seawater Circulation in Shore Protection Structures), Çѹç´ëÇб³ °Ç¼³¾ÈÀü±â¼ú ³í¹®Áý, 8, 183-205(¿Ü3ÀÎ).

2009.01.; ÇÏõ¿¡¼­ ÃßÀûÀÚ¸¦ ÀÌ¿ëÇÑ ¿À¿°¹°Áú °Åµ¿ºÐ¼®(Analysis of Pollutant Flow Tracer Test in River using Radioactive Isotope), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ ³í¹®Áö, 9(1), 400-406(¿Ü1ÀÎ)

2009.05.; Áß¼Òµµ½Ã À¯¿ªÀÇ È«¼ö·® »êÁ¤ ¹× È«¼öÀ§ ¿¹Ãø(Estimation of Flood Discharge and Forecasting of Flood Level in Urban Basin of Small-Medium), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ 2009 Ãá°èÁ¾ÇÕÇмú´ëȸ, 432-436(¿Ü2ÀÎ).

2009.05.; ÇÏõ»ýº¹¸ðÇüÀÇ È«¼öÀ§ ºÐ¼®°ú Çϻ󺯵¿ ¿¹Ãø(Flood Stage Analysis and Protection of River Bed Change for Stream Corridor Restoration Model with River Vegetation), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ 2009 Ãá°èÁ¾ÇÕÇмú´ëȸ, 440-441(¿Ü2ÀÎ).

2009.09.; µ¿À§¿ø¼Ò ½ÇÇèÀ» ÅëÇÑ ¼öÄ¡¸ðµ¨Çؼ®(Analysis of Numerical Model by the Field Experiment using Radiosotope), ¹æ»ç¼±»ê¾÷ÇÐȸ, 3(3), 161-165(¿Ü4ÀÎ)

2009.10.; ÇÏõ½Ä»ý º¹¿ø¸ðÇüÀÇ È«¼öÀ§ ºÐ¼®°ú Çϻ󺯵¿ ¿¹Ãø(Flood Stage Analysis and Prediction of River Bed Change for Stream Corridor Restoration Model with River Vegetation), 2009 ´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ¹ßÇ¥³í¹®Áý, 509-513(¿Ü2ÀÎ).

2009.10.; ±Ý°­»ó·ù ¼ö·Î±¸°£ÀÇ È«¼ö·®°ú È«¼öÀ§ ºÐ¼®(Analysis for Flood Discharge and Stage in Geum River Upper Reach), 2009 ´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ¹ßÇ¥³í¹®Áý, 514-517(¿Ü2ÀÎ).

2009.10.; ÇÏõº¹¿øÈÄÀÇ È«¼öÀ§ ¾ÈÁ¤¼º °ËÅä(Evaluation of River Flood Stability after River Restoration), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ ³í¹®Áö, 9(10), 417-426(¿Ü1ÀÎ).

2009.12.; °£Ã´Áö³» ³»¼ö¹èÁ¦ ½Ã½ºÅÛÀÇ ÃÖÀû ±Ô¸ð (Determination of Optimum Scale on Internal Drainage System in Reclaimed Land), Çѹç´ëÇб³ °Ç¼³¾ÈÀü±â¼ú ³í¹®Áý, 9, 1-28(¿Ü2ÀÎ).

2010.05.; ÇÏõ½Ä»ý¿¡ µû¸¥ ¼ö¸® ¾ÈÁ¤¼º ºÐ¼®(Evaluation of Hydraulic Stability for River with Vegetation), 2010³â Çѱ¹¼öÀÚ¿øÇÐȸ Çмú¹ßǥȸ, 28-32(¿Ü2ÀÎ).

2010.05.; ¹è¼ö°©¹® ÃÖÀû ±Ô¸ð °áÁ¤ °ËÅä(Determination of Optimum Scale on Internal Drainage System in Reclaimed Land), 2010³â Çѱ¹¼öÀÚ¿øÇÐȸ Çмú¹ßǥȸ, 855-859(¿Ü3ÀÎ).

2010.05.; ±³·® À§ ºñÁ¡¿À¿°¿ø Àú°¨ÀåÄ¡ ½ÇÃøºÐ¼®(Measured Analysis Using Equipment of Non-point Pollutant), 2010³â Çѱ¹¼öÀÚ¿øÇÐȸ Çмú¹ßǥȸ, 1069-1073(¿Ü3ÀÎ)

2010.05.; ½ÄÀçµÈ ÇÏõ¿¡¼­ÀÇ Á¶µµ°è¼ö »êÁ¤(Evaluation of Roughness Coefficient in River Vegetation), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ 2010 Ãá°èÁ¾ÇÕÇмú´ëȸ, 305-307(¿Ü2ÀÎ).

2010.05.; ºñÁ¡¿À¿°¿ø Àú°¨ÀåÄ¡ÀÇ °³¹ß(Development of Non-point Pollutant Reduction Devices), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ 2010 Ãá°èÁ¾ÇÕÇмú´ëȸ, 308-309(¿Ü3ÀÎ).

2010.05.; ¹æÁ¶Á¦ ¹è¼ö°©¹®ÀÇ ÃÖÀû ¼³°è(Optimal Design for Drainage of the Embankment), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ 2010 Ãá°èÁ¾ÇÕÇмú´ëȸ, 310-311(¿Ü3ÀÎ).

2010.09.; ÇÏõ±Ô¸ð¿¡ µû¸¥ ½Ä»ý¸ðµ¨ÀÇ È«¼öÀ§ °ËÅä(Flood Stage Evaluation for Vegetated Models in River Scales), ´ëÇÑÅä¸ñÇÐȸ ³í¹®Áý, 30(5B), 509-518(¿Ü1ÀÎ).

2010.11.; ÇÏõÀ¯Çüº° ½Ä»ý¸ðµ¨ÀÇ È«¼öÀ§ ºÐ¼®(Flood Stage Analysis on Vegetated Patterns with River Sites), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ ³í¹®Áö, 10(11), 452-460(¿Ü1ÀÎ).

2010.12.; Flood Stability and Vegetation Models in River Restoration, KISTI-KOCON, International Conference on Convergence Content(ICCC2010), 8(2), 319-320(¿Ü1ÀÎ).

2010.12.; Áß¼ÒÇÏõÀÇ ¼öÁúÁ¤È­ ½Ã½ºÅÛ¿¡ ´ëÇÑ Æ¯¼ººÐ¼®(Characteristics Analysis for Water Quality Management Systemic Small and Medium Rivers), Çѹç´ëÇб³ °Ç¼³¾ÈÀü±â¼ú ³í¹®Áý, 10, 111-124(¿Ü3ÀÎ).

2011.05.; ÇÏõº¹¿ø ½Ä»ý¸ðµ¨ÀÇ °ËÅä¹æ¹ý ¿¬±¸(Evaluation of Hydraulic Stability for Vegetation Restoration Models in River), 2011³â º¹¿ø»ýÅÂÇÐȸ Ãá°èÇмú´ëȸ, pp. 107(¿Ü2ÀÎ).

2011.05.; Áß¼ÒÇÏõ ¿ë¼ö¿ë º¸ÀÇ ¼³Ä¡¿¡ µû¸¥ ÇÏ»óº¯È­ ºÐ¼®(Analysis of River Bed Variation with Weir Construction in Small and Medium Rivers), 2011³â Çѱ¹¼öÀÚ¿øÇÐȸ Çмú¹ßǥȸ, 205(¿Ü2ÀÎ).

2011.05.; ÇÏõ ¼ö¸®±¸Á¶¹° ¼³Ä¡¿¡ µû¸¥ È帧Ư¼º ºÐ¼®(Analysis for Flow Characteristics with Construction of Hydraulic Structures in Stream), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ 2011 Ãá°èÁ¾ÇÕÇмú´ëȸ, 475-476(¿Ü3ÀÎ).

2011.05.; ÇÏõ º¹¿øÀ» À§ÇÑ ¼ö¸® ¾ÈÁ¤¼º °ËÅä °¡À̵å¶óÀÎ °³¹ß(Development of Guideline for Hydraulic Stability Evaluate with River Restoration), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ 2011 Ãá°èÁ¾ÇÕÇмú´ëȸ, 477-478(¿Ü2ÀÎ)

2011.06.; ½Ä»ýº¹¿ø¸ðµ¨¿¡ ´ëÇÑ ÇÏõ Å©±âº° ¼ö¸®ÇÐÀû ¾ÈÁ¤¼º °ËÅä(Evaluation of Hydraulic Stability for Vegetation Restoration Models in River Scales), º¹¿ø»ýÅÂÇÐȸÁö, 2(1), 17-27(¿Ü4ÀÎ).

2012.09.; Utilizing Concept of Vegetation Freeboard Equivalence in River Restoration, International Journal of Contents, 8(3), 34-41(¿Ü1ÀÎ) 

2013.09.; Estimation of increased stage in river restoration by vegetation freeboard equivalence, Taylor & Francis Group, Advances in River Sediment Research, 1713-1720(¿Ü1ÀÎ). 

2013.12.; Analysis for Flow Discharge and Suspended Load of National-Local Streams in Nonsan River Systems, ICCC, KISTI-KOCON 2013, 173-174(¿Ü1ÀÎ)

2014.06.; Relationships for Flow Discharge-Sediment Load in Small and Medium River Systems, ICCC, KISTI-KOCON 2014, 413-414.(¿Ü3ÀÎ)

2014.11.; µµ·Î±³ ºñÁ¡¿À¿°¿øÀÇ Àú°¨¿ë ¼ÒÇüÀåÄ¡, Çѱ¹ÄÜÅÙÃ÷ÇÐȸ 2014 Ãß°èÇмúÁ¾ÇÕ´ëȸ(Small Device for Reduction of Non-Point Pollution in Road Bridge), 131-132(¿Ü1ÀÎ).

2015.02.; ³í»êÀ¯¿ª Áß¼ÒÇÏõÀÇ À¯·®-ºÎÀ¯»ç·® ÇöÀåÃøÁ¤ ºÐ¼®(Field Measurement and Analysis for Discharge -Suspended Sediment of Small-Medium Streams in Nonsan Catchments), Çѱ¹¹æÀçÇÐȸ³í¹®Áý, 15(1), 291-296(¿Ü1ÀÎ)

2015.08.; ³ó°æÀ¯¿ª Áß¼ÒÇÏõ¿¡¼­ÀÇ À¯·®°ú ÃÑÀ¯»ç·®ÀÇ °ü°è½Ä À¯µµ¹æ¹ý(Derivation Method of Rating Curve and Relationships for Flow Discharge-Total Sediment at Small-Medium Streams in Agrarian Basin), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ ³í¹®Áö, 15(8), 544-555(¿Ü2ÀÎ)

2016.05.; ±³·®Çü Àεµ±³ÀÇ ºñÁ¡¿À¿°¿ø Àú°¨ÀåÄ¡(Reducing Device of Non-Point Source Pollution in Footbridge of Bridges), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ 2016 Ãá°èÈ®¼úÁ¾ÇÕ´ëȸ, 411-412(¿Ü5ÀÎ).

2016.10.; Áß¼ÒÇÏõ ±Ç¿ª ³» À¯»çÀÌ¼Û Æ¯¼º(Characteristics of Sediment Transportation of Small and Medium Rivers in Geographical Areas), Çѱ¹¹æÀçÇÐȸ³í¹®Áý, 16(5), 325-332(¿Ü1ÀÎ).

2017.05.; Áß±Ô¸ð ¸Å¸³Çü ºñÁ¡¿À¿°Àú°¨ÀåÄ¡(Non-Point Pollution Device of Reclamation of Medium Size), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ 2017 Ãá°èÈ®¼úÁ¾ÇÕ´ëȸ, 363-364(¿Ü3ÀÎ).

2017.12.; ¸Å¸³Çü ºñÁ¡¿À¿° Àú°¨ÀåÄ¡ÀÇ ¼º´ÉºÐ¼®(µ¥ÀÌÅ͸¦ »ç¿ëÇÑ °Ç¼³ºÎ¹® »ç·Ê)(Efficiency Analysis for Decrease Apparatus of Non-Point Pollution in Reclamation(Case in Construction Field Using Data)), Çѱ¹°æ¿µ°úÇÐȸ, °æ¿µ°úÇÐ, 34(4), 153-162(¿Ü2ÀÎ).

2017.12.; Composite flow resistance, J. of Flood Engineering, 8(2), 55-75(¿Ü1ÀÎ).

2018.05; Á߱Ը𠱳·®Çü Àεµ±³·®ÀÇ ºñÁ¡¿À¿°¿ø Àú°¨ÀåÄ¡(Field Analysis for Device Reduction of Non-Point Pollution in Midium Size with Bridge-Footbridge), Çѱ¹ÄÜÅÙÃ÷ÇÐȸ 2018 Ãá°èÇмúÁ¾ÇÕ´ëȸ, 275-276(¿Ü2ÀÎ). 

2019.02.; ºñÁ¡¿À¿°¿ø Àú°¨ÀåÄ¡ÀÇ ¼º´ÉºÐ¼®(Performance analysis for reduction facility of nonpoint source pollutant), Çѱ¹¼öÀÚ¿øÇÐȸ ³í¹®Áý, Á¦52±Ç Á¦3È£, 207-217(¿Ü1ÀÎ).

2020.08.; È«¼öÁ¶Àý´É·ÂÀ» È®º¸ÇÑ ³ó¾÷¿ëÀú¼öÁö Ãø¸éÇü ¿þ¾îÀÇ È¿À²Àû ±Ô¸ð ºÐ¼®(Analysis of Effective Design Size for Side Channel Weirs with Flood Control Capability on Agricultural Reservoir), ÇÑ ±¹¹æÀçÇÐȸ Çмú´ëȸ, 224(¿Ü 4ÀÎ).

2020.12; °ø°£Á¤º¸ È°¿ë±â¹ýÀ» ÅëÇÑ ¼öÀÚ¿øÀÇ È¿À²Àû °ü¸®¹æ¾È(Efficient Management of Water Resources Using Spoatial Information Technique), Çѱ¹¹æÀç¾ÈÀüÇÐȸ Çмú´ëȸ, 48(¿Ü1ÀÎ).

2021.06; 3Â÷¿ø ÁöÇü°ø°£Á¤º¸¸¦ ÀÌ¿ëÇÑ ÇÏõ¼ö¸®Æ¯¼ººÐ¼®(Analysis of Hydraulic Characteristics in River Using 3D Geospatial Information), Çѱ¹¼öÀÚ¿øÇÐȸ Çмú´ëȸ, 33(¿Ü1ÀÎ).

2022.02.;µå·ÐÀ» ÀÌ¿ëÇÑ ÇÏõ°ø°£Á¤º¸ ȹµæÀÇ È¿À²Àû ¹æ¾È(Efficient method for acquirement of eospatial information using drone equipment in stream), Çѱ¹¼öÀÚ¿øÇÐȸ ³í¹®Áý, Á¦55±Ç Á¦2È£, 135-217(¿Ü1ÀÎ).

2022.05; ³ì»ö·¹ÀÌÀúÀÇ ºÐ±¤Æ¯¼ºÀ» ÀÌ¿ëÇÑ ¼ö½ÉÃøÁ¤ ºÐ¼®, Çѱ¹Á¤º¸±â¼úÀÀ¿ëÇÐȸ Çмú´ëȸ, 19-20(¿Ü1ÀÎ).


2. Àú¼­

2018.09.; ¼ö¹®ÇÐ(Á¦3ÆÇ) (ISBN 979-11-5610-620-3-93530), µµ¼­ÃâÆÇ CIR.

2019.09.; ¼ö°ø¼³°è(Á¦2ÆÇ) (ISBN 979-11-5610-777-4-93530), µµ¼­ÃâÆÇ CIR.

2022.02.; ÇÏõ°øÇÐ(Á¦4ÆÇ) (ISBN 979-11-6856-053-2-93530), µµ¼­ÃâÆÇ CIR.

2022.03.; ¼ö¸®ÇÐ ¹× ½ÇÇè(Á¦4ÆÇ) (ISBN 979-11-6856-029-1-93530), µµ¼­ÃâÆÇ CIR.

2023.01.; ¼ö¹®ÇÐ(2023Æǵµ¼­ÃâÆÇ ±¸¹Ì¼­°ü(Ãâ°£ Áß).


3. ´ëÇпø»ý Áöµµ

¹Ú»ç;

2018.08. ±è**

2023.01. ±è**(ÀçÇÐ)

¼®»ç;

2002.02. ½Å** ±Ç**

2003.02. ±è** ¼Û** ÀÓ**

2004.02. ˱**

2005.02. ½Å**

2006.02. ÃÖ**

2007.02. ¹®** ¼­**

2008.02. Àå** ÇÑ** Á¤** ±è**

2009.02. ¹Ú** ±è** Á¤** ¿ì** ±è** À±** 2009.08. ±è**

2010.02. ÀÌ** Á¤** ¿¬** ¼­** ±Ç** ³²**

2011.02. ÀÌ** Àü** ±è** ¼Û**

2012.02. ±è** ¹Ú** ¾È**

2013.02. Á¤**

2015.08. ±è**

2016.02. ¹Ú** ÀÌ** 2016.08. ±è**

2017.02. À¯**

2018.08. X*ew*jie Ȳ** ¼Õ** ½Å**

2019.02. ±è**

2021.08. ¹Ú**

2023.01. ±è**(Çм®ÅëÇÕ ÀçÇÐ)


4. ¼öÇà °úÁ¦

1998.12.¡­1999.11.; Á¦¹æÇü ¿þ¾î¿¡¼­ÀÇ ¼ö¸®Æ¯¼º ¿¬±¸, ´ëÀü»ê¾÷´ëÇб³(±³³»¿¬±¸)

1999.07.¡­1999.08.; ÀüÀÚÆÄ Ç¥¸éÀ¯¼Ó°èÀÇ ±â°èÀû Ư¼º ¹× ¼º´ÉÆľÇ, Çѱ¹¼öÀÚ¿ø°ø»ç(¼öÀÚ¿ø¿¬±¸¿ø)

2001.08.¡­2002.07.; ¼ö°ø½Ç¹«ÀÇ È°¿ëÀ» À§ÇÑ ¼ö½ÉÆò±ÕÀ¯¼Ó ȯ»ê°è¼öÀÇ °áÁ¤, Çѹç´ëÇб³(±³³»¿¬±¸)

2002.07.¡­2003.07.; »çÇàÇÏõ¿¡¼­ ¾ÈÁ¤¼ö·ÎÀÇ ¼ö¸®ÇÐÀû Çü»ó°áÁ¤, (ÁÖ)´Ù¿ìÄÁ¼³ÅÏÆ®, °øµ¿(Äݷζ󵵴ëÇÐ, CSU)

2003.08.¡­2004.07.; Àú¼öÁö »ó·ù ¿ª¿¡¼­ÀÇ À¯»çÀÌ¼Û Æ¯¼º, Çѹç´ëÇб³(±³³»¿¬±¸)

2005.06.¡­2005.07.; ÇÏõ°³¹ßÀÇ Ç¥ÁØÈ­ ¹× Á¤º¸È­, Çѹç´ëÇб³(Á߽ɴë»ç¾÷)

2006.01.¡­2006.02.; ±Ý»ê¼± È®Àå(2°ø±¸)°ø»ç °¡¼³µ¿¹Ù¸® °ø¹ýº¯°æ ´Ù¸¥ ¼ö¸®°ËÅä, ³²±¤°Ç¼³(ÁÖ), °øµ¿((ÁÖ)µ¿¾ç±â¼ú´Ü)

2006.08.¡­2008.07.; ÇؾÈħ½Ä ¹æÁö¿ë ÇؼöÀ¯Åë ±¸Á¶¹°ÀÇ °³¹ß, Áß¼Ò±â¾÷û(»êÇÐÇù·Â½Ç)

2006.03.¡­2006.06.; ½Ä»ý¿ë ¼ö·Î°üÀÇ ¼³°è½Ã°ø ¹× ¼º´É ºÐ¼®, Çѹç´ëÇб³(Á߽ɴë»ç¾÷)

2006.10.¡­2008.01.; ÇÏõÁö±¸º° ÁöÁ¤ ¹× °ü¸®¹æ¾È, °Ç¼³±³ÅëºÎ, °øµ¿(Çѱ¹¼öÀÚ¿øÇÐȸ)

2006.07.¡­2011.08.; Ecoriver 21-ÇÏõº¹¿ø±â¼ú°³¹ß(¼ö¸® ¾ÈÁ¤¼º °ËÅä), ±¹ÅäÇؾçºÎ(Çѱ¹°Ç±â¼ú¿¬±¸¿ø), °øµ¿(¼­¿ï¿©´ë)

2007.09.¡­2008.08.; °ÇõÀÇ Ä£È¯°æ ÁöÇÏÀú¼öÁ¶ °³¹ß, Çѹç´ëÇб³(Á߽ɴë»ç¾÷)

2008.09.¡­2009.06.; Áý¼öÁ¤¼öÀåÄ¡³» Á¤È­¸Åü ÇÊÅͱâ¼úÀÇ»ó¿ë, Çѹç´ëÇб³(Á߽ɴë»ç¾÷)

2010.02.¡­2013.12.; ±Ý°­ ¹× ÇÑ°­»ì¸®±â»ç¾÷ »çÈÄȯ°æ¿µÇâÁ¶»ç(±Ý°­) ¼ö¸®¡¤¼ö¹®(ÅðÀûÁ¶»ç) ¸ð´ÏÅ͸µ, °øµ¿(°øÁÖ´ëÇб³ ¹æÀ翬±¸¼¾ÅÍ), Çѹç´ëÇб³(¼ö°ø¡¤»ýÅÂȯ°æ¿¬±¸½Ç)

2010.09.¡­2011.03.; ¿ù·ùÇü ¿ª»çÀÌÆÝ ¼ö·Î¿¡¼­ ¿¬¼Ó Á¢ÃËÀçÀÇ ¼öÁú°³¼±, Çѹç´ëÇб³(±³³»¿¬±¸)

2011.02.¡­2012.02.; ÃæÀûÇÏõ¿¡¼­ ½Ä»ýº¹¿ø¸ðµ¨¸µ¿¡ µû¸¥ ¼ö¸®ÇÐÀû ¾ÈÁ¤¼º °ËÅä, (ÁÖ)»óÁö¿£Áö´Ï¾î¸µ, °øµ¿(Äݷζ󵵴ëÇÐ, CSU)

2012.04.¡­2013.02.; ÁöÇϼöÇÔ¾çÀ» À§ÇÑ Àú·ù½Ã¼³ÀÇ ±¸Ãà°ø¹ý °³¹ß, Çѹç´ëÇб³ »êÇÐÇù·Â´Ü, ±³À°°úÇбâ¼úºÎ Çѱ¹¿¬±¸Àç´Ü

2012.05.¡­2013.05.; ³í»ê¡¤°­°æ¡¤³ë¼ºÃµ ±Ç¿ªÇÏõ±âº»°èȹ ÇÏõÀ¯·®¡¤À¯»ç·®Á¶»ç¿ë¿ª, Çѹç´ëÇб³ °Ç¼³¾ÈÀü¿¬±¸¼Ò(¼ö°ø¡¤»ýÅÂȯ°æ¿¬±¸½Ç)(µ¿³²ÀÌ¿£¾¾ÁÖ½Äȸ»ç)

2012.09.¡­2013.08.; ±Ý°­¼ö°è ³» Áß¼ÒÇÏõÀÇ ºÎÀ¯»ç·® ºÐ¼®, Çѹç´ëÇб³(±³³»¿¬±¸)

2013.09.¡­2014.02.; ±³·®¡¤È®Àå±³·®Çü Àεµ±³ÀÇ ºñÁ¡¿À¿°¿ø Àú°¨ÀåÄ¡ °³¹ß, Çѹç´ëÇб³ »êÇÐÇù·Â´Ü, ÁÖ)½ÅÈ­±Ý¼Ó, ±³À°°úÇбâ¼úºÎ Çѱ¹¿¬±¸Àç´Ü

2014.09.¡­2015.08.; Áß¼ÒÇÏõ ±Ç¿ª ³» À¯»çÀÌ¼Û Æ¯¼º, Çѹç´ëÇб³(±³³»¿¬±¸)

2014.12.¡­2015.11.; Á߱Ը𠱳·®Çü Àεµ±³¿ë ºñÁ¡¿À¿°¿ø Àú°¨ÀåÄ¡ °³¹ß , Çѹç´ëÇб³ »êÇÐÇù·Â´Ü, Áß¼Ò±â¾÷û, (ÁÖ)½ÅÈ­±Ý¼Ó

2017.05.¡­2018.02.; ¸Å¸³Çü ºñÁ¡¿À¿° Àú°¨ÀåÄ¡ÀÇ ¼º´ÉºÐ¼®, Çѹç´ëÇб³(±³³»¿¬±¸)

2020.08.¡­2021.02.; °ø°£Á¤º¸ È°¿ë±â¹ýÀ» ÀÌ¿ëÇÑ ¼öÀÚ¿øÀÇ È¿À²Àû °ü¸®¹æ¾È( ±³³»¿¬±¸)


5. ƯÇã µî·Ï

2007.12.; È«¼ö¿Í ¼ö·®Á¶ÀýÀÌ °¡´ÉÇÑ ÁöÇÏÀú¼öÁ¶, ƯÇã Á¦10-0781734È£

2010.06.; ¼ÒÆļº´ÉÀÌ ³»ÀçµÈ Ä£¼öÈ£¾Èºí·°, ƯÇã Á¦10-0962373È£(±â¼úÀÌÀü)

2011.01.; ÇÏõ¼öÀÇ Á¤¼ö Áý¼öÀåÄ¡¸¦ ÅëÇÑ »ó¼ö¿ø È°¿ëÀåÄ¡, ƯÇã Á¦10-1008527È£

2011.03.; Á¦¹æ¿¡ ¼³Ä¡µÇ´Â °è´Ü½Ä ¼öÁú Á¤È­ÀåÄ¡, ƯÇã Á¦10-1025581È£

2011.09.; ÇÏ»ó¿¡ ¼³Ä¡µÇ´Â °è´Ü½Ä ¼öÁú Á¤È­ÀåÄ¡, ƯÇã Á¦10-1083647È£

2014.02.; ½Ä»ýÇÏõÀÇ ÇöÀåÀڷḦ ÀÌ¿ëÇÑ Á¶µµ°è¼öÀÇ »êÁ¤¹æ¹ý ¹× ÀåÄ¡, ƯÇã Á¦10-1369814È£

2014.02.; ÀÚ¿¬ÇÏõÀÇ ÇöÀå ½ÇÃøÀڷḦ ÀÌ¿ëÇÑ Á¶µµ°è¼öÀÇ »êÁ¤¹æ¹ý ¹× ÀåÄ¡, ƯÇã Á¦10-1369815È£

2014.03.; ÀÚ¿¬ÇÏõ°ú ½Ä»ýÇÏõÀÇ ÇöÀå ½ÇÃøÀڷḦ ÀÌ¿ëÇÑ Á¶µµ°è¼öÀÇ »êÁ¤¹æ¹ý ¹× ÀåÄ¡, ƯÇã Á¦10-1379332È£

2014.06.; ½Ä»ý µî°¡ Á¦¹æ¿©À¯°í ¹× ½Ä»ý ¾ÈÀü°è¼ö¸¦ ÀÌ¿ëÇÑ ½Ä»ýÀÇ ¼öÀ§¿µÇâÆò°¡¹æ¹ý, ƯÇã Á¦10-1414495È£

2014.06.; ¹ü¶÷¹æÁöºÎ¸¦ ±¸ºñÇÑ ¹æ·ù ½Ã¼³, ƯÇã Á¦10-1415715È£

2014.10.; Áß·®Ã¼¸¦ ÀÌ¿ëÇÑ °è´Ü½Ä Áö¹Ý ±¼Âø ¹æ¹ý ¹× À̸¦ ÀÌ¿ëÇÑ ÁöÁß ¼öó¸® ½Ã¼³ÀÇ ½Ã°ø ¹æ¹ý, ƯÇã Á¦10-1454472È£

��
ÁÖ¼Ò
 
Àüü´ñ±ÛÀüü´ñ±Û
³»°¡¾´±Û³»°¡¾´±Û
·Î±×ÀÎ ÈÄ ÀÌ¿ë°¡´É ÇÕ´Ï´Ù.
³»°¡¾´±Û¸µÅ©»çÀÌÆ®
³»¸®±â
¿À´Ã ¹æ¹®ÀÚ ¼ö
261 ¸í
 
Àüü ¹æ¹®ÀÚ ¼ö
1,212,066 ¸í