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°Ë»ö°Ç¼ö:  22,556°Ç (532/2,256ÂÊ) Á¤·Ä:  °³   
1.   RUNOFF ANALYSIS BY SCS CURVE NUMBER METHOD
; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.4, no., 1993³â, pp.21-32
2.   Comparative Evaluation of Multipurpose Reservoir Operating Rules Using Multicriterion Decision Analysis Techniques
;;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.4, no., 1993³â, pp.65-79
3.   Abstracts of Papers in the Journals of KAHS (March 1992~December 1992)
Çѱ¹¼öÀÚ¿øÇÐȸ; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.4, no., 1993³â, pp.117-127
4.   IMPROVEMENT OF FRESHENING PROCESS BY MEANS OF UNDERDRAINAGE CONDUIT
;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.4, no., 1993³â, pp.93-104
5.   A Forecasting Model for the Flood Peak Stage and Flood Travel Time by Hydraulic Flood Routing
;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.4, no., 1993³â, pp.11-19
6.   Capillary Hysteresis Model in Unsaturated Flow : State of the Art
;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.4, no., 1993³â, pp.33-49
7.   The Statistical Model for Predicting Flood Frequency
;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.4, no., 1993³â, pp.51-63
8.   Migration Characteristics in Sine-Wave Type Rivers
;;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.4, no., 1993³â, pp.81-92
9.   Computation of Areal Reduction Factor and its Regional Variability
;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.4, no., 1993³â, pp.105-116
10.   Simulation of Moving Storm in a Watershed Using Distributed Models
;;; : Çѱ¹¼öÀÚ¿øÇÐȸ / v.5, no., 1994³â, pp.1-16
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