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°Ë»ö°Ç¼ö:  22,556°Ç (522/2,256ÂÊ) Á¤·Ä:  °³   
1.   FLASH FLOOD FORECASTING USING ReMOTELY SENSED INFORMATION AND NEURAL NETWORKS PART I : MODEL DEVELOPMENT
;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.3, no.2, 2002³â, pp.113-122
2.   MEASUREMENT OF TURBULENCE CHARACTERISTICS BY USING PARTICLE TRACKING VELOCIMETRY
;;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.3, no.2, 2002³â, pp.135-142
3.   NUMERICAL MODELLING OF SHEET-FLOW TRANSPORT UNDER WAVE AND CURRENT
;;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.3, no.2, 2002³â, pp.75-84
4.   ROBUST MEASURES OF LOCATION IN WATER-QUALITY DATA
;;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.3, no.3, 2002³â, pp.195-202
5.   NUMERICAL SIMULATION OF REFRACT10N-DIFFRACTION OF WAVES C ONSIDERING BREAKING-INDUCED CURRENTS
;;;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.3, no.3, 2002³â, pp.203-213
6.   FLUID-GRANULE MIXED FLOIW DOWNSTREAM OF SCOUR HOLE AT OUTLET OF HYDRAULIC STRUCTURE
;;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.3, no.3, 2002³â, pp.155-162
7.   CHARACTERISTlCS OF PLANE JETS IN THE TRANSITION REGION
;;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.3, no.3, 2002³â, pp.163-176
8.   INVESTIGATION OF THE MEANDER PLANFORM DEVELOPMENT IN A LABORATORY CHANNEL
;;;;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.3, no.3, 2002³â, pp.177-193
9.   REYNOLDS STRESS MODELING OF OPEN-CHANNEL FLOWS OVER BEDFORMS
;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.3, no.4, 2002³â, pp.247-258
10.   UNCERTAINTY IN DAM BREACH FLOOD ROUTING RESULTS FOR DAM SAFETY RISK ASSESSMENT
; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.3, no.4, 2002³â, pp.215-234
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